Rail Operations & Maintenance Plan

Total Page:16

File Type:pdf, Size:1020Kb

Rail Operations & Maintenance Plan DRAFT RAIL OPERATIONS & MAINTENANCE PLAN REVISION 3 September 2007 Central Phoenix/East Valley Light Rail Transit Project TABLE OF CONTENTS 1.0 RAIL OPERATIONS AND MAINTENANCE PLAN......................................................1 1.1 PURPOSE OF THE PLAN.............................................................................................1 1.2 OPERATIONAL OBJECTIVES .....................................................................................1 2.0 ABBREVIATIONS AND DEFINITIONS ........................................................................3 3.0 SYSTEM DEFINITION & SYSTEM ELEMENTS..........................................................9 3.1 LRT ALIGNMENT AND ORIENTATION.....................................................................10 3.2 LRT OPERATING ENVIRONMENT............................................................................10 3.3 STATIONS ....................................................................................................................11 3.4 LRT STATION PARKING FACILITIES.......................................................................11 3.5 LIGHT RAIL VEHICLE .................................................................................................12 3.5.1 VEHICLE GENERAL DESCRIPTION .........................................................................12 3.5.2 VEHICLE KEY PARAMETERS ...................................................................................12 3.6 TRACK STRUCTURE..................................................................................................16 3.6.1 TRACK ARRANGEMENTS.........................................................................................20 3.6.2 JUNCTIONS..................................................................................................................20 3.6.3 TERMINALS .................................................................................................................20 3.6.4 INTERMEDIATE CROSSOVERS................................................................................21 3.6.5 POCKET TRACKS .......................................................................................................21 3.7 SHOP & YARD FACILITIES........................................................................................22 3.7.1 DESCRIPTION OF FACILITIES ..................................................................................24 3.7.2 MAINTENANCE OF EQUIPMENT SHOP ..................................................................24 3.7.3 MOE FUNCTIONS........................................................................................................24 3.7.4 CENTRAL STORES FUNCTIONS..............................................................................24 3.7.5 GENERAL OFFICE FUNCTIONS ...............................................................................26 3.7.6 SERVICE AND CLEANING AREA .............................................................................26 3.7.7 LRV WASHER ..............................................................................................................26 3.7.8 YARD TRACKS ............................................................................................................26 3.7.9 MAINTENANCE OF WAY SHOP COMPOUND ........................................................27 3.7.10 SITE ACCESS AND INTERNAL CIRCULATION ROADS........................................27 3.8 SYSTEMS .....................................................................................................................27 3.8.1 SIGNAL SYSTEM.........................................................................................................27 Operations and Maintenance Plan i Revision 3 Central Phoenix/East Valley LRT Project September 2007 3.8.2 TRACTION ELECTRIFICATION SYSTEM (TES)......................................................30 3.8.3 COMMUNICATIONS SYSTEMS .................................................................................34 3.8.4 AUTOMATED FARE COLLECTION SYSTEM ..........................................................35 3.9 TRAFFIC CONTROL....................................................................................................35 3.9.1 INTRODUCTION...........................................................................................................35 3.9.2 TRAFFIC SIGNAL PLANS ..........................................................................................37 4.0 OPERATING POLICY ..................................................................................................38 4.1 ROUTINE RAIL OPERATIONS...................................................................................38 4.1.1 SERVICE HOURS ........................................................................................................38 4.1.2 ROUTE STRUCTURE..................................................................................................38 4.1.3 OPERATING STRATEGIES ........................................................................................38 4.1.4 PASSENGER LOADING STANDARDS.....................................................................39 4.1.5 SERVICE FREQUENCIES...........................................................................................39 4.1.6 TRAIN CONSIST SIZE.................................................................................................39 4.2 PATRONAGE FORECASTS .......................................................................................40 4.2.1 MAG RIDERSHIP FORECASTS.................................................................................40 4.2.2 PEAK PERIOD RIDERSHIP ........................................................................................40 4.3 INTERMODAL PLANNING AND COORDINATION ..................................................45 4.3.1 INTERMODAL CONNECTIONS .................................................................................45 4.3.2 COORDINATION..........................................................................................................45 5.0 OPERATING PLAN......................................................................................................46 5.1 RUN TIMES AND SCHEDULES .................................................................................46 5.1.1 TRAVEL TIME ESTIMATE ..........................................................................................46 5.1.2 TRAVEL TIME SIMULATION MODEL .......................................................................47 5.2 TRAIN SCHEDULES....................................................................................................49 5.2.1 PEAK.............................................................................................................................49 5.2.2 OFF-PEAK ....................................................................................................................49 5.3 RAIL FLEET SIZE ........................................................................................................52 5.4 FLEET OPERATING STATISTICS .............................................................................52 6.0 SPECIAL EVENT RAIL OPERATIONS......................................................................53 6.1 SERVICE FEASIBILITY ...............................................................................................53 6.2 MINOR IMPACT EVENTS ...........................................................................................56 6.3 MODERATE IMPACT EVENTS ..................................................................................56 Operations and Maintenance Plan ii Revision 3 Central Phoenix/East Valley LRT Project September 2007 6.4 MAJOR IMPACT EVENTS ..........................................................................................57 7.0 OPERATING MANAGEMENT AND MAINTENANCE...............................................58 7.1 OPERATING MANAGEMENT.....................................................................................58 7.2 OPERATING MANAGEMENT TOOLS.......................................................................59 7.2.1 THE CP/EV LRT RULE BOOK....................................................................................59 7.2.2 STANDARD OPERATING PROCEDURES ...............................................................59 7.2.3 OPERATING ORDERS................................................................................................59 7.2.4 BULLETINS ..................................................................................................................59 7.2.5 OTHER DOCUMENTS.................................................................................................59 7.2.6 EMPLOYEE TRAINING AND QUALIFICATIONS .....................................................59 7.3 NORMAL OPERATOR PROCEDURES.....................................................................59 7.3.1 INTRODUCTION...........................................................................................................59 7.3.2 REPORT FOR DUTY - GOING INTO SERVICE ........................................................60 7.3.3 GENERAL ROUTINE FOR TRAIN OPERATOR .......................................................60 7.3.4 ON-BOARD EQUIPMENT/SYSTEMS ........................................................................60 7.3.5 PASSENGER ACCOMMODATIONS .........................................................................60 7.4 RADIO COMMUNICATION PROCEDURES..............................................................60
Recommended publications
  • Metro Rail Design Criteria Section 10 Operations
    METRO RAIL DESIGN CRITERIA SECTION 10 OPERATIONS METRO RAIL DESIGN CRITERIA SECTION 10 / OPERATIONS TABLE OF CONTENTS 10.1 INTRODUCTION 1 10.2 DEFINITIONS 1 10.3 OPERATIONS AND MAINTENANCE PLAN 5 Metro Baseline 10- i Re-baseline: 06/15/10 METRO RAIL DESIGN CRITERIA SECTION 10 / OPERATIONS OPERATIONS 10.1 INTRODUCTION Transit Operations include such activities as scheduling, crew rostering, running and supervision of revenue trains and vehicles, fare collection, system security and system maintenance. This section describes the basic system wide operating and maintenance philosophies and methodologies set forth for the Metro Rail Projects, which shall be used by designer in preparation of an Operations and Maintenance Plan. An initial Operations and Maintenance Plan (OMP) is developed during the environmental phase and is based on ridership forecasts produced during this early planning phase of a project. From this initial Operations and Maintenance plan, headways are established that are to be evaluated by a rail operations simulation upon which design and operating headways can be established to confirm operational goals for light and heavy rail systems. The Operations and Maintenance Plan shall be developed in order to design effective, efficient and responsive transit system. The operations criteria and requirements established herein represent Metro’s Rail Operating Requirements / Criteria applicable to all rail projects and form the basis for the project-specific operational design decisions. They shall be utilized by designer during preparation of Operations and Maintenance Plan. Any proposed deviation to Design Criteria cited herein shall be approved by Metro, as represented by the Change Control Board, consisting of management responsible for project construction, engineering and management, as well as daily rail operations, planning, systems and vehicle maintenance with appropriate technical expertise and understanding.
    [Show full text]
  • American Title a Sociation ~ ~
    OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor­ veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis­ State of Iowa, for permission to re­ trict engineer the effect of the pro­ print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con­ relating to the control in access roads. trol in the area of Federal acquisi­ Mr. Erbe originally presented this m tion, and that appropriate arrange­ narrative form before the convention ments have been made for mainte­ of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain­ to be acquired and held in the name able, this is the result of a compre­ of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu­ or the proper subdivision thereof." lations. Additionally, we are privi­ It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at­ of the American Right of Way Asso­ tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor­ Companies and the Expanded Right ney General within the members' ju­ of Way Problems".
    [Show full text]
  • ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
    ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J.
    [Show full text]
  • 95 Express Phase 3A-1 FPN #S: 433108-4-52-01 & 428009-1-52-01
    95 Express Phase 3A-1 FPN #s: 433108-4-52-01 & 428009-1-52-01 95 Express Phase 3A-1 will extend the existing express lanes north from just south of Broward Boulevard to just north of Commercial Boulevard in Broward County. One lane will be added and the High Occupancy Vehicle (HOV) lane will be Contact Us… converted to create two express lanes in each direction. This project includes ramp signalization from Hallandale Beach Boulevard to Commercial Boulevard. Other Email: work includes: installing Intelligent Transportation System (ITS) and tolling [email protected] equipment; widening bridges; and installing noise barrier walls at locations along I- 95 Southbound between Broward Boulevard and NW 6th Street, and along I-95 Northbound between Powerline Road and Commercial Boulevard. Contract time Call: for this $149 million project began Monday, October 4, 2015, with design activities currently underway. Construction began August 21, 2016, and is expected to be Construction PIO completed Spring 2020. Please note that this schedule is subject to change due to Office: weather or other unforeseen circumstances. (954) 299-6561 As of Winter 2016, project activities are as follows: • Or Design, survey and maintenance activities • Broward Boulevard ramp widening and reconstruction • Broward Boulevard widening and paving For information about • I-95 northbound milling and resurfacing 95 Express including lane closure Lane Closures & Traffic Impacts: information visit: Lane closures are occuring in the work zone from 10:30 p.m. to 5:30 a.m. Sunday through Thursday. Entrance and exit ramps will be closed as needed. 95Express.com Upcoming Project Milestones (weather permitting): • Winter 2016/2017: Ongoing milling and resurfacing of I-95 northbound from Broward Boulevard to Oakland Park Boulevard • Winter 2016/2017: Broward Boulevard construction anticipated to be completed • Early 2017: Sound wall work will begin For around-the-clock, real time, I-95 traffic information, call 511.
    [Show full text]
  • Headway and Speed Data Acquisition Using Video
    TRANSPORTATION RESEARCH RECORD 1225 Headway and Speed Data Acquisition Using Video M. A. P. TayroR, W. YouNc, eNp R. G. THonlpsoN Accurate knowledge of vehicle speeds headways and on trallÌc ment (such as a freeway) before this study, so there was an networks is a fundamental part of transport systems modelling. excellent opportunity to evaluate the system and suggest mod- Video and recently developed automatic data-extraction tecñ- ifications to it. This equipment also made niques have the potential to provide a cheap, quick, easy, and it feasible to inves- accurate method of investigating traflic systems. This paper pre- tigate the relationship between vehicle speeds and location in sents two studies that use video-based equipment to investigate the car parks. character of vehicle speeds and headways. Investigation oÌ head- rvays on freeway traffic allows the potential of this technology in a high-speed environment to be determined. Its application to the THE VIDEO SYSTEM study ofspeeds in parking lots enabled its usefulneis in low-speed environments to be studied. The data obtained from the video was Using film equipment compared to traditional methods of collecting headway and speed to obtain a permanent record of vehicle data. movements is not a new concept. However, considerable recent developments have occurred in collecting data using video. Digital image-processing applications offer the potential to In particular, ARRB has developed a trailer-mounted video automate a large number of traffic surveys. It is, therefore, recording system (3). This relatively new equipment has until not surprising that considerable interest has been directed at recently experienced only a limited range of applications.
    [Show full text]
  • Headway Adherence. Detection and Reduction of the Bus Bunching Effect
    HEADWAY ADHERENCE. DETECTION AND REDUCTION OF THE BUS BUNCHING EFFECT Josep Mension Camps Director Central Services and Deputy Chief Officer of Bus Network. Transports Metropolitans de Barcelona (TMB). Miquel Estrada Romeu Associate Professor. Universitat Politècnica de Catalunya- BarcelonaTECH. 1. INTRODUCTION Transit systems should provide a good performance to compete against the wide usage of cars in metropolitan areas. The level of service of these systems relies on a proper temporal and spatial coverage provision (high frequencies, low stop spacings) as well as significant regularity and comfort. In this way, bus systems in densely populated cities usually operate at short headways (10 minutes or less). However, in these busy routes, any delay suffered by a single bus is propagated to the whole bus fleet. This fact causes vehicle bunching and unstable time-headways. In real bus lines, we usually see that two or more vehicles arrive together or in close succession, followed by a long gap between them. There are many sources of potential external disruptions in the service of one bus: illegal parking in the bus lane, failure in the doors opening system, traffic jams, etc. However, some intrinsic characteristics of transit systems and traffic management may also induce delays at specific vehicles such as traffic signal coordination and irregular passenger arrivals at stops. These facts make the bus motion unstable. Therefore, bus bunching is a common problem in the real operation of buses all over the world that must be addressed. The crucial issue is that bus bunching has a great impact on both users and agency cost. From a passenger perspective, the bus bunching phenomena increases the travel time of passengers (riding and waiting time) and worsens the vehicle occupancy.
    [Show full text]
  • Making Headway, Capital Investments to Keep Transit Moving
    CAPITAL INVESTMENT PLAN Making Headway Capital Investments to Keep Transit Moving 2019–2033 headway (/ˈhed wā/) noun 1. forward movement or progress, especially when the way is difficult. 2. the average interval between trains, streetcars, or buses. The shorter the headway, the more passengers carried per hour. Making Headway — Capital Investments to Keep Transit Moving January 2019 From the Chief Executive Officer In January 2018, the TTC published a new Corporate Plan that clearly laid out our priorities for the next five years. At the top of the list was transforming for financial sustainability. “Fiscal sustainability,” we said, “depends on our ability to fund what the TTC is being asked to deliver over the long term.” We committed to providing better budget information for improved long-term decision-making. Over the past 12 months, we have undertaken a massive, multi-department review of all of our assets. The result is this Capital Investment Plan. Toronto’s transit system is hailed as among the most multi- modal systems in the world, with seamless integration between buses, streetcars, Wheel-Trans and the subway. The TTC’s interdependent network of fleet, track, power, maintenance and other infrastructure moves more than half a billion people annually. Funding for critical maintenance and system improvements is necessary. Projects that have been approved are still awaiting funding. Line 2 Capacity Enhancement is unfunded. Buses past 2021 are unfunded. The expansion of Bloor-Yonge Station, which is needed to accommodate ridership growth even before planned transit expansion, is unfunded. The TTC Way, which was introduced in our Corporate Plan, establishes clear guidelines for how we at the TTC work with each other, with customers and with our partners, including our funding partners.
    [Show full text]
  • Chapter 9- the Circulation Plan (PDF)
    CHAPTER 9- THE CIRCULATION PLAN The Circulation Plan in Middletown is coordinated with the State's system of expressways, including Interstate Route 91 about to be completed, Route 9 in the Connecticut valley and the future Route 6A across the State. Middletown needs a thoroughfare between Route I-91 near Country Club Road and the center. The Circulation Plan is also coordinated with the development of downtown Middletown, already described, including the circumferential "ring road" around the center. Regional Expressways The plan which the State Highway Department has made for a state-wide expressway system includes three such routes which traverse Middletown. Interstate Route 91 is under construction from New Haven northward and crosses the western part of the City. Meeting the Connecticut Turnpike at New Haven, this will be the principal approach to Middletown from the southwest, including metropolitan New York. This is scheduled to be completed by the end of 1965. Route 9 is the principal north-south artery of the Connecticut Valley. It passes through Middletown center as an at-grade boulevard along the riverfront mixing local and through traffic. South of the center, it has been improved as a four-lane expressway to a point near the Haddam town line. Its rebuilding as an expressway to the Connecticut Turnpike at Old Saybrook will be undertaken shortly. North of Middletown Route 9 will soon be relocated and rebuilt as an expressway, turning westerly from its present line to join I-91 in the western part of Cromwell. Thus traffic to Middletown from Hartford and the north will start on I-91 and transfer to the new Route 9 a few miles north of the City.
    [Show full text]
  • Community Meeting #2
    HIGH ST HIGH ST LINCOLN STREET LINCOLN STREET DRISCOLL DRISCOLL MAIN STREET MAIN STREET ROAD Alternative A: Key Elements ROAD Alternative C: Key Elements ROBER ROBER ARD A PRIVATE PROPERTY ARD C ON BOULEV ON BOULEV WASHINGT TS WITH POTENTIAL FOR WASHINGT TS FUTURE COMMERCIAL A A VENUE RETAIL DEVELOPMENT VENUE HISTORIC GALLEGOS WINERY PARK OSGOOD ROAD • Urban with Parking BART station access type OSGOOD ROAD • Balanced Intermodal BART station access type MAINTENANCE-OF-W MAINTENANCE-OF-W HISTORIC GALLEGOS • Provides a pedestrian bridge from the corner of the WINERY PARK • P r o v i d e s a p e d e s t r i a n b r i d g e o v e r O s g o o d R o a d b e t w e e n t h e A STAFF, POLICE, Y A (MOW) Y Washington Boulevard/Osgood Road intersection to the STAFF, POLICE, (MOW) MAINTENANCE, AND MAINTENANCE, AND TREASURY PARKING TREASURY PARKING ACCESS ROAD ACCESS ROAD parking structure and the concourse concourse PICK UP AND PICK UP AND DROP OFF AREA SECTION CUT DROP OFF AREA SECTION CUT SEE BELOW SEE BELOW PREFERRED UNION P PREFERRED UNION P ELEVATED PEDESTRIAN PARKING - ADA, PARKING STRUCTURE PARKING - ADA, • Pedestrian ramp on west side of station site CONNECTION TO • Includes two new signalized intersections on Osgood Road MOTORCYCLE, & (GROUND+3 LEVELS) MOTORCYCLE, & ELECTRIC VEHICLES CONCOURSE ACIFIC RAILROAD (UPRR) ELECTRIC VEHICLES ACIFIC RAILROAD (UPRR) SOLAR ARRAY BUS TRANSIT CENTER (PENDING FURTHER AND NEW BUS STOPS FEASIBILITY STUDY) BICYCLE PARKING BICYCLE PARKING GATEWAY PLAZA AT THE RAIN GARDENS WASHINGTON ENTRY • Provides a single
    [Show full text]
  • I-82 Valley Mall Boulevard Full-Diamond Interchange Was Originally Built in 1964
    PRACTICAL DESIGN AT WORK — DESIGN I-82 – Valley Mall Boulevard – construct roundabout Background Agriculture and tourism, key industries in the Yakima Valley, increase population and drive congestion along the Interstate 82 corridor. Valley Mall Boulevard, located south of Yakima in Union Gap, connects retail and commercial development to the interstate system and provides a direct route to the Yakima Air Terminal. In 2011, the Washington State Department of Transportation improved the Valley Mall Boulevard connection to the I-82 corridor by constructing three roundabouts; a modern traffic trend, somewhat new to the northwest. Practical design solution The I-82 Valley Mall Boulevard full-diamond interchange was originally built in 1964. Minor improvements including widening ramps were complete in 1997. With three stoplights at the ramp terminal, the interchange configuration and traffic flow was not keeping up with the demands of growing retail and commercial development. Congestion at peak travel times resulted in long delays and an increased risk of collisions as traffic backed up onto the freeway. Engineers worried about safety as T-bone and rear-end collisions increased. Typical design options for the congestion and safety issues would entail costly ramps and bridges. The final design chosen embodied modern day practical design concepts. The project used three roundabouts to connect the on-ramps and off-ramps to Valley Mall the city of Union Gap, local businesses The diamond interchange had Boulevard and the adjacent local street, and the public through design and exceeded its service life and was at to improve traffic flow, reduce the risk construction. WSDOT attended city capacity.
    [Show full text]
  • San Francisco Transportation Code 5/28/15, 7:37 PM
    San Francisco Transportation Code 5/28/15, 7:37 PM CITY AND COUNTY OF SAN FRANCISCO MUNICIPAL CODE TRANSPORTATION CODE The San Francisco Municipal Code is current through Ordinance 107-13, File No. 130070, approved June 13, 2013, effective July 13, 2013. Division I of the Transportation Code was last amended by Ordinance 101-13, File No. 130318, approved June 10, 2013, effective July 10, 2013, operative June 1, 2013. Division II of the Transportation Code was last amended by SFMTA Board Resolution No. 13-174, adopted June 18, 2013, effective July 19, 2013. The San Francisco Municipal Code: Environment Code Port Code Charter Fire Code Public Works Code Administrative Code Health Code Subdivision Code Building, Electrical, Housing, Mechanical and Plumbing Codes Municipal Transportation Code Elections Code Business and Tax Regulations Code Zoning Maps Park Code Campaign and Governmental Conduct Code Comprehensive Planning Code Ordinance Table Police Code AMERICAN LEGAL PUBLISHING CORPORATION 432 Walnut Street, Suite 1200 Cincinnati, Ohio 45202-3909 (800) 445-5588 Fax: (513) 763-3562 Email: [email protected] www.amlegal.com PREFACE TO THE TRANSPORTATION CODE Proposition A, titled "Transit Reform, Parking Regulation and Emissions Reductions," was adopted by the voters on November 7, 2007. Proposition A amended the San Francisco Charter to give the San Francisco Municipal Transportation Agency additional authority in several areas, such as approving contracts, hiring, setting employee pay rates and proposing revenue measures. Proposition A also expanded MTA power to adopt many parking and traffic regulations, and to install many traffic control devices that had previously required the approval of the Board of Supervisors.
    [Show full text]
  • Assessing Opportunities for Intelligent Transportation Systems in California's Passenger Intermodal Operations and Services
    UC Berkeley Research Reports Title Assessing Opportunities for Intelligent Transportation Systems in California's Passenger Intermodal Operations and Services Permalink https://escholarship.org/uc/item/4rk4p09t Authors Miller, Mark A. Loukakos, Dimitri Publication Date 2001-11-01 eScholarship.org Powered by the California Digital Library University of California CALIFORNIA PATH PROGRAM INSTITUTE OF TRANSPORTATION STUDIES UNIVERSITY OF CALIFORNIA, BERKELEY Assessing Opportunities for Intelligent Transportation Systems in California’s Passenger Intermodal Operations and Services Mark A. Miller, Dimitri Loukakos California PATH Research Report UCB-ITS-PRR-2001-34 This work was performed as part of the California PATH Program of the University of California, in cooperation with the State of California Business, Transportation, and Housing Agency, Department of Transportation; and the United States Department of Transportation, Federal Highway Administration. The contents of this report reflect the views of the authors who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the State of California. This report does not constitute a standard, specification, or regulation. Final Report for MOU 375 November 2001 ISSN 1055-1425 CALIFORNIA PARTNERS FOR ADVANCED TRANSIT AND HIGHWAYS Assessing Opportunities for Intelligent Transportation Systems in California's Passenger Intermodal Operations and Services Mark A. Miller Dimitri Loukakos November 9, 2001 ACKNOWLEDGEMENTS This work was conducted under the sponsorship of the California Department of Transportation (Caltrans) Office of New Technology and Research (ONT&R) (Interagency Agreement #65A0013) and the authors especially acknowledge Bob Justice and Pete Hansra of ONT&R for their support of this project.
    [Show full text]