Railway Passenger Terminals Thesis Degree of Bachelor of Arts University of Illinois
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City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
Traffic Signing and Pavement Markings General Notes
TOWN OF QUEEN CREEK Development Services Department Traffic Engineering Program TRAFFIC SIGNING AND PAVEMENT 22358 S. Ellsworth Road Queen Creek, Arizona 85142 MARKINGS GENERAL NOTES Signing Plan General Notes 1. The Town Traffic Engineer shall be notified at 480-358-3132 at least five business days prior to beginning any signing work associated with these plans. 2. The Town Traffic Engineer may require the Contractor to adjust signing locations, off- sets and types of signs at the time of installation. 3. All signing materials and installation shall conform to Town requirements, the Arizona Department of Transportation Standard Drawings and Specifications, the Manual on Uniform Traffic Control Devices (latest ADOT approved edition) and direction from the Town Traffic Engineer at time of installation. 4. The Contractor shall coordinate with the Town Traffic Engineering Division prior to ordering any materials to obtain the latest signing requirements and specifications. 5. The Contractor shall notify the Traffic Engineering Division at 480-358-3132 upon completion of all signing work to schedule a final inspection. The Contractor shall supply all required warranty documents to the Town Traffic Engineering Division prior to final job acceptance. 6. All existing signs temporarily removed by the contractor shall be salvaged for reinstallation by the Contractor. All signs permanently removed by the Contractor shall be salvaged and returned to the Town. The Contractor shall be solely responsible for maintaining each sign that is removed, ensuring that the signs integrity is maintained. In the event the sign is damaged, the Contractor shall be responsible for its replacement. 7. All signs and sign posts shall be installed per ADOT Standard Drawing S-3. -
Transportation on the Minneapolis Riverfront
RAPIDS, REINS, RAILS: TRANSPORTATION ON THE MINNEAPOLIS RIVERFRONT Mississippi River near Stone Arch Bridge, July 1, 1925 Minnesota Historical Society Collections Prepared by Prepared for The Saint Anthony Falls Marjorie Pearson, Ph.D. Heritage Board Principal Investigator Minnesota Historical Society Penny A. Petersen 704 South Second Street Researcher Minneapolis, Minnesota 55401 Hess, Roise and Company 100 North First Street Minneapolis, Minnesota 55401 May 2009 612-338-1987 Table of Contents PROJECT BACKGROUND AND METHODOLOGY ................................................................................. 1 RAPID, REINS, RAILS: A SUMMARY OF RIVERFRONT TRANSPORTATION ......................................... 3 THE RAPIDS: WATER TRANSPORTATION BY SAINT ANTHONY FALLS .............................................. 8 THE REINS: ANIMAL-POWERED TRANSPORTATION BY SAINT ANTHONY FALLS ............................ 25 THE RAILS: RAILROADS BY SAINT ANTHONY FALLS ..................................................................... 42 The Early Period of Railroads—1850 to 1880 ......................................................................... 42 The First Railroad: the Saint Paul and Pacific ...................................................................... 44 Minnesota Central, later the Chicago, Milwaukee and Saint Paul Railroad (CM and StP), also called The Milwaukee Road .......................................................................................... 55 Minneapolis and Saint Louis Railway ................................................................................. -
Rail Deck Park Engineering and Costing Study
Contents EXECUTIVE SUMMARY ............................................................................................................. 1 1.0 BACKGROUND ............................................................................................................... 8 1.1 Purpose ..................................................................................................................... 8 1.2 Alignment with Other Initiatives ................................................................................. 8 1.3 Project Team ............................................................................................................. 9 City of Toronto.................................................................................................. 9 Build Toronto.................................................................................................... 9 WSP Canada Group Limited............................................................................ 9 2.0 STUDY METHODOLOGY.............................................................................................. 10 2.1 Study Area............................................................................................................... 10 2.2 Data Gathering ........................................................................................................ 10 3.0 EXISTING CONDITIONS............................................................................................... 12 3.1 Topography & Landforms....................................................................................... -
DART+ South West Technical Optioneering Report Park West to Heuston Station Area Around Heuston Station and Yard Iarnród Éireann
DART+ South West Technical Optioneering Report Park West to Heuston Station Area around Heuston Station and Yard Iarnród Éireann Contents Chapter Page Glossary of Terms 5 1. Introduction 8 1.1. Purpose of the Report 8 1.2. DART+ Programme Overview 9 1.3. DART+ South West Project 10 1.4. Capacity Increases Associated with DART+ South West 10 1.5. Key infrastructure elements of DART+ South West Project 11 1.6. Route Description 11 2. Existing Situation 14 2.1. Overview 14 2.2. Challenges 14 2.3. Structures 15 2.4. Permanent Way and Tracks 17 2.5. Other Railway Facilities 19 2.6. Ground Conditions 19 2.7. Environment 20 2.8. Utilities 20 3. Requirements 22 3.1. Specific requirements 22 3.2. Systems Infrastructure and Integration 22 3.3. Design Standards 25 4. Constraints 26 4.1. Environment 26 4.2. Permanent Way 27 4.3. Existing Structures 27 4.4. Geotechnical 27 4.5. Existing Utilities 28 5. Options 29 5.1. Options summary 29 5.2. Options Description 29 5.3. OHLE Arrangement 29 5.4. Permanent Way 30 5.5. Geotechnical 31 5.6. Roads 31 5.7. Cable and Containments 31 5.8. Structures 31 5.9. Drainage 31 6. Options Selection Process 32 6.1. Options Selection Process 32 6.2. Stage 1 Preliminary Assessment (Sifting) 32 6.3. Preliminary Assessment (Sifting) 32 6.4. Stage 2: MCA Process – Emerging Preferred Option 33 DP-04-23-ENG-DM-TTA-30361 Page 2 of 40 Appendix A - Sifting process backup 35 Appendix B – Supporting Drawings 36 Tables Table 1-1 Route Breakdown 11 Table 2-1 Existing Retaining Walls 17 Table 5-1 Options Summary 29 Table 6-1 Sifting -
Copy of Alley List 2018 (Final)Test.Xlsx
Houston Alleys Accepted By the City of houston for Maintenance Block No. (of Parallel Streets) Parallel To Parallel To Beginning End Length Key Map Date Accepted* Hammersmith (13) 7500 Del Monte Dr. Chevy Chase Dr. Alley Amberly Ct. 600 490V Jun‐05 7600 Del Monte Dr. Chevy Chase Dr. Amberly Ct. Fulham Ct. 600 490V Jun‐05 7500 Chevy Chase Amberly Ct. Del Monte Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Chevy Chase Amberly Ct. Olympia Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Olympia Dr. Chevy Chase Dr. S. Voss Rd. Amberly Ct. 600 490V Jun‐05 7600 Olympia Dr. Chevy Chase Dr. Amberly Ct. Fulham Ct. 600 490V Jun‐05 2100 Fulham Ct. Amberly Ct. Olympia Dr. Del Monte Dr. 765 490V Jun‐05 N/A Fulham Ct. S. Voss Rd. Olympia Dr. Alley 110 490V Jun‐05 N/A Fulham Ct. S. Voss Rd. Del Monte Dr. Alley 110 490V Jun‐05 7500 Amberly Ct. S. Voss Rd. Del Monte Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Amberly Ct. S. Voss Rd. Olympia Dr. Chevy Chase Dr. 450 490V Jun‐05 N/A Amberly Ct. S. Voss Rd. Olympia Dr. Alley 110 490V Jun‐05 N/A Amberly Ct. S. Voss Rd. Del Monte Dr. Alley 110 490V Jun‐05 Total: 5405 ft, 1.02 Miles Houston Heights (3) 300 W 19th W 20th Rutland Ashland 624 452V N/A 300 W 20th W 21th Rutland Ashland 639 452V N/A 600 W 20th W 21th Lawrence N Shepherd 610 452V N/A Total: 1873 ft, 0.35 Miles Villa del Parque (2) N/A Carla Normeadow Benbrook Lesue Ann 786 413Y Jun‐05 N/A Stabler Carla Rittenhouse Benbrook 954 413Y Jun‐05 Total: 1740 ft, 0.33 Miles Willowick Place (2) 3000 Essex Terrace Westgrove Weslayan Weslayan 1428 492S Jul‐73 2700 Essex Green Weslayan Essex Terrace Essex Green 293 492S Jul‐73 Houston Alleys Accepted By the City of houston for Maintenance Block No. -
2015 Feasibility Report (PDF)
Feasibility Report on Proposed Amtrak Service Chicago-Milwaukee-LaCrosse-Twin Cities-(St. Cloud) M.W. Franke Senior Director State Government Contracts W.L. Lander Principal Officer – Corridor Planning B.E. Hillblom Senior Director – State Partnerships R. J. Rogers Business Planning and Analysis Manager Amtrak Chicago, Illinois May 6, 2015 Chicago-Milwaukee-Twin Cities-(St. Cloud) - Table of Contents - Page I. Introduction and Background 3 II. Study Purpose and Nature of Feasibility Study 3 III. Corridor Characteristics 4 III.A. Route Overview 4 III.B. Demographics and Transportation Alternatives 11 III.C. Route Inspection 12 IV. Station Facilities 13 V. Crew Labor 13 VI. Schedules 14 VII. Ridership/Revenue Forecast 17 VIII. Rolling Stock and Maintenance 17 IX. Operating Expense/Subsidy Requirement 19 X. Proposed Capital Infrastructure Improvements 19 XI. Mobilization Costs (one-time expense) 23 XII. Summary Table of Key Numbers 24 Tables Table 1 – Track Ownership Table 2 – MSA and Populations Table 3 – Schedules Table 4 -- Locomotive & Equipment Acquisition Table 5 – Financial Summary by Scenario Table 6 – Infrastructure Capital Projects Exhibits Exhibit 1 – Amtrak Task Schedule for Feasibility Studies Exhibit 2 – Stations and Routes Exhibit 3 – Corridor Photographs - Set 1 Exhibit 3 – Corridor Photographs - Set 2 2 I. Introduction and Background This report was prepared by the National Railroad Passenger Corporation (Amtrak) in response to a study request from the Minnesota Department of Transportation (MnDOT) in May 2012. The study’s purpose was to determine the feasibility of adding a “Second Frequency” intercity passenger train service between Chicago Union Station (CUS) and the Minnesota Twin Cities Area, including St. -
Subdivision Street Standards Manual
TOWN OF MARANA Subdivision Street Standards Manual May 2013 TABLE OF CONTENTS CHAPTER & SECTION 1.0 INTRODUCTION AND PURPOSE………………………………………………. 1 1.1 Introduction………………………………………………………………… 1 1.2 Purpose……………………………………………………………………... 1 1.3 Applicability……………………………………………………………….. 2 2.0 FUNCTIONAL CLASSIFICATION AND REGULATIONS…………………….. 2 2.1 Functional Classification………………………………………….………... 2 2.2 Incorporated Regulations Adopted by Reference…………………………... 3 3.0 TRAFFIC STUDIES………………………………………………………………. 3 4.0 STREET LAYOUT AND GEOMETRIC DESIGN………………………………... 4 4.1 Street Layout………………………………………………………………… 4 4.2 Cul-de-sacs………………………………………………………………….. 5 4.3 Design Speed………………………………………………………………... 6 4.4 Design Vehicle…………………………………………………….………… 6 4.5 Horizontal Alignment……………………………………………………….. 7 4.6 Vertical Alignment………………………………………………………….. 7 4.7 Intersection Alignment…………………………………………….………… 8 4.8 Intersection Sight Distance…………………………………………………. 9 4.9 Residential and Commercial Drive Entrances………………………………. 10 4.10 Roadway Superelevation…………………………………………………….. 11 4.11 Roadway Drainage Crossings……………………………………………….. 11 4.12 Mountainous Terrain………………………………………………………… 11 4.13 Environmentally Sensitive Roadways………………………………………. 12 4.14 Alternative Access…………………………………………………………… 12 5.0 RIGHT OF WAY……………………………………………………………………. 13 6.0 ELEMENTS IN THE CROSS SECTION…………………………………………... 14 6.1 Travel Lanes……………………………………………………….………… 14 6.2 Curbing……………………………………………………………………… 14 6.3 Sidewalks………………………………………………………….………… 15 6.4 Shoulders………………………………………………………….………… 16 6.5 Roadside -
Train Station Models Building Guide 2018
Building Guide for Season’s Greenings: All Aboard! 1 Index of buildings and dioramas Biltmore Depot North Carolina Page 3 Metro-North Cannondale Station Connecticut Page 4 Central Railroad of New Jersey Terminal New Jersey Page 5 Chattanooga Train Shed Tennessee Page 6 Cincinnati Union Terminal Ohio Page 7 Citrus Groves Florida Page 8 Dino Depot -- Page 9 East Glacier Park Station Montana Page 10 Ellicott City Station Maryland Page 11 Gettysburg Lincoln Railroad Station Pennsylvania Page 12 Grain Elevator Minnesota Page 13 Grain Fields Kansas Page 14 Grand Canyon Depot Arizona Page 15 Grand Central Terminal New York Page 16 Kirkwood Missouri Pacific Depot Missouri Page 17 Lahaina Station Hawaii Page 18 Los Angeles Union Station California Page 19 Michigan Central Station Michigan Page 20 North Bennington Depot Vermont Page 21 North Pole Village -- Page 22 Peanut Farms Alabama Page 23 Pennsylvania Station (interior) New York Page 24 Pikes Peak Cog Railway Colorado Page 25 Point of Rocks Station Maryland Page 26 Salt Lake City Union Pacific Depot Utah Page 27 Santa Fe Depot California Page 28 Santa Fe Depot Oklahoma Page 29 Union Station Washington Page 30 Union Station D.C. Page 31 Viaduct Hotel Maryland Page 32 Vicksburg Railroad Barge Mississippi Page 33 2 Biltmore Depot Asheville, North Carolina built 1896 Building Materials Roof: pine bark Facade: bark Door: birch bark, willow, saltcedar Windows: willow, saltcedar Corbels: hollowed log Porch tread: cedar Trim: ash bark, willow, eucalyptus, woody pear fruit, bamboo, reed, hickory nut Lettering: grapevine Chimneys: jequitiba fruit, Kielmeyera fruit, Schima fruit, acorn cap credit: Village Wayside Bar & Grille Wayside Village credit: Designed by Richard Morris Hunt, one of the premier architects in American history, the Biltmore Depot was commissioned by George Washington Vanderbilt III. -
Chicago Railway Blues Described As Heading for Dead End Without Change
Chicago railway blues described as heading for dead end without change chicagocitywire.com /stories/511200565-chicago-railway-blues-described-as-heading-for-dead-end-without- change Caitlin Nordahl | Aug 31, 8/30/2017 2017 Chicago could end up being tossed off the beaten track if it doesn't get its tangled railways issues straightened out, the Better Government Association (BGA) warned recently. Experts say Windy City gridlock can account for a third of the total time it takes a freight train to cross the United States, and fixing Chicago’s 4,000 miles of rail track, along with other infrastructure maintenance projects, have been deferred to a breaking point, the BGA contends. It can take 26 to 30 hours to simply get through the area by rail, the group says. The piecemeal development of the track system created today's problems, as it was established to accommodate 30 freight railroads that once operated in the area. While that figure was consolidated to the six major railroads and two short-line railroads that now pass through Chicago, the crisscrossing tracks still accommodate 25 percent of the freight trains that move across the country, as well as 50 percent of the intermodal trains. According to the Chicago Metropolitan Agency for Planning, approximately 1,300 freight and passenger trains move through the area every day, the BGA reports. The trains compete for position through choke points like the 75th Street corridor, a portion of track that stretches from Evergreen Park to the Dan Ryan Expressway. The corridor is a meeting point for four freight lines and two passenger lines, creating a bottleneck that is one of the worst in the nation. -
MTA Board Update: 2021 Commitment & Completion Goals
Photo: Robot Drill in the Rutgers Tunnel MTA Board Update: 2021 Commitment & Completion Goals February 18, 2021 MTA Capital Program Funding Federal Formula & Flexible Grants 14% 2020-24 Capital Program Funding Sources B&T Program Total Program: $54.8b Funding 6% Other Funded Funding Sources Sources 20% 80% As we ended 2020, Federal Funding was a primary source through which capital work was advanced due to the COVID-19 related impacts on the MTA budget and revenue sources. 2 Numbers have been rounded MTA Capital Program Funding Federal Formula & Flexible Grants 14% 2020-24 Capital Program Funding Sources B&T Program Total Program: $54.8b Funding 6% Other Funded Funding Sources Sources NY State Funding 26% 74% 6% 3 Numbers have been rounded MTA Capital Program Funding Federal Formula & Flexible Grants 14% 2020-24 Capital Program Funding Sources B&T Program Total Program: $54.8b Funding 6% Other Funded Funding Sources Sources NY State Funding 32% 68% 6% NY City Funding 6% 4 Numbers have been rounded MTA Capital Program Funding Federal Formula & Flexible Grants 14% 2020-24 Capital Program Funding Sources B&T Program Total Program: $54.8b Funding 6% Other Funded Funding Sources Sources NY State Funding 50% 50% 6% NY City Funding 6% Capital from New Revenue Sources 18% 5 Numbers have been rounded MTA Capital Program Funding Federal Formula & Flexible Grants 14% 2020-24 Capital Program Funding Sources B&T Program Total Program: $54.8b Funding 6% Other Funded Funding Sources Sources NY State Funding 55% 45% 6% NY City Funding 6% Capital from -
Section 3 Street Design 3.01 General
SECTION 3 STREET DESIGN 3.01 GENERAL For purposes of geometric and structural design, streets shall be classified according to the following table. The City Engineer will determine the class of all proposed streets. Any deviation from the following standards shall require the approval of the City Engineer. Street standards shown below in bold italic print apply to streets located within the North Area as shown on Figure 3-1, except as modified within the Washington Specific Plan and the Triangle Specific Plan. Street Standards shown below in plain print apply to streets located within the Southport Area as shown on Figure 3-1. TABLE 3.01 Face of Intersection Bike Minimum Minim Median Number Sidewalk Right of Curb to Face of Lane Centerline 3 um Traffic Width Class 1 Width of Travel 4 2 Way (ft) Face of Curb Index Width Radius Lands 7 (ft) Lanes (ft) Curb Radius (ft) (ft) (ft) cape Loop Pkwy - Maximum (Minor/Major)8 136/160 76/100 50 10 16 4/6 6 1150 6 4.5 Loop Pkwy - Minimum (Collect or) 106 56 40 7 16 2 6 800 6 6.5 Major Arterial (4 Lane/6 Lane) 136/160 76/100 50 10 16 4/6 6 1150 6 4.5 Major Arterial 100 min 80 min 50 10 16 4 (min) 6 800 5 N/A Minor Arterial 110 60 40 9 N/A 4 6 800 6 6.5 Minor Arterial 84 64 40 9 N/A 4 6 800 5 N/A Res. Collector (Back/Back Yard) 72 36 30 7 N/A 2 6 550 5 5.5 Res.