Specifications for the Installation of Curb Cuts for Off-Street Parking
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Module 6. Hov Treatments
Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations .......................................... -
Design Guidelines for the Use of Curbs and Curb/Guardrail
DESIGN GUIDELINES FOR THE USE OF CURBS AND CURB/GUARDRAIL COMBINATIONS ALONG HIGH-SPEED ROADWAYS by Chuck Aldon Plaxico A Dissertation Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Doctor of Philosophy in Civil Engineering by September 2002 APPROVED: Dr. Malcolm Ray, Major Advisor Civil and Environmental Engineering Dr. Leonard D. Albano, Committee Member Civil and Environmental Engineering Dr. Tahar El-Korchi, Committee Member Civil and Environmental Engineering Dr. John F. Carney, Committee Member Provost and Vice President, Academic Affairs Dr. Joseph R. Rencis, Committee Member Mechanical Engineering ABSTRACT The potential hazard of using curbs on high-speed roadways has been a concern for highway designers for almost half a century. Curbs extend 75-200 mm above the road surface for appreciable distances and are located very near the edge of the traveled way, thus, they constitute a continuous hazard for motorist. Curbs are sometimes used in combination with guardrails or other roadside safety barriers. Full-scale crash testing has demonstrated that inadequate design and placement of these systems can result in vehicles vaulting, underriding or rupturing a strong-post guardrail system though the mechanisms for these failures are not well understood. For these reasons, the use of curbs has generally been discouraged on high-speed roadways. Curbs are often essential, however, because of restricted right-of-way, drainage considerations, access control, delineation and other curb functions. Thus, there is a need for nationally recognized guidelines for the design and use of curbs. The primary purpose of this study was to develop design guidelines for the use of curbs and curb-barrier combinations on roadways with operating speeds greater than 60 km/hr. -
Accessibility and the Crowded Sidewalk: Micromobility’S Impact on Public Space CYNTHIA L
Accessibility and The Crowded Sidewalk: Micromobility’s Impact on Public Space CYNTHIA L. BENNETT Carnegie Mellon University, [email protected] EMILY E. ACKERMAN Univerisity of Pittsburgh, [email protected] BONNIE FAN Carnegie Mellon University, [email protected] JEFFREY P. BIGHAM Carnegie Mellon University, [email protected] PATRICK CARRINGTON Carnegie Mellon University, [email protected] SARAH E. FOX Carnegie Mellon University, [email protected] Over the past several years, micromobility devices—small-scale, networked vehicles used to travel short distances—have begun to pervade cities, bringing promises of sustainable transportation and decreased congestion. Though proponents herald their role in offering lightweight solutions to disconnected transit, smart scooters and autonomous delivery robots increasingly occupy pedestrian pathways, reanimating tensions around the right to public space. Drawing on interviews with disabled activists, government officials, and commercial representatives, we chart how devices and policies co-evolve to fulfill municipal sustainability goals, while creating obstacles for people with disabilities whose activism has long resisted inaccessible infrastructure. We reflect on efforts to redistribute space, institute tech governance, and offer accountability to those who involuntarily encounter interventions on the ground. In studying micromobility within spatial and political context, we call for the HCI community to consider how innovation transforms as it moves out from centers of development toward peripheries of design consideration. CCS CONCEPTS • Human-centered computing~Accessibility~Empirical studies in accessibility Additional Keywords and Phrases: Micromobility, Accessibility, Activism, Governance, Public space ACM Reference Format: Cynthia L. Bennett, Emily E. Ackerman, Bonnie Fan, Jeffrey P. Bigham, Patrick Carrington, and Sarah E. Fox. 2021. Accessibility and The Crowded Sidewalk: Micromobility’s Impact on Public Space. -
THE UNIVERSITY of SOUTHERN MISSISSIPPI Department of Parking and Transit Services
THE UNIVERSITY OF SOUTHERN MISSISSIPPI Department of Parking and Transit Services Parking and Traffic Regulations 2020-2021 Pursuant to the provisions of Chapter 105, Section 37-105-1 and Section 37-105-3, Mississippi Code of 1972, the Board of Trustees of State Institutions of Higher Learning hereby enacts the rules and regulations for vehicles, motorcycles and bicycles on the grounds of The University of Southern Mississippi campuses. A. GENERAL INFORMATION AND DEFINITIONS A.1. The University of Southern Mississippi reserves the right to regulate the use of all vehicles on the Hattiesburg and Gulf Park campuses and at the Gulf Coast Research Laboratory (GCRL), including the Halstead Road and Cedar Point locations, and to forbid the use of a vehicle by any person not complying with the regulations on its campuses or teaching/research sites under applicable Mississippi law and policies of the Mississippi State Institutions of Higher Learning. The University of Southern Mississippi, Department of Parking and Transit Services (PTS) is responsible for implementing and enforcing the parking regulations. Except where indicated, all regulations contained herein are enforced 24 hours a day, seven days a week. (Miss. Code Ann. § 37-105-3). A.2. The University utilizes a license plate recognition (LPR) system on all University-owned and controlled properties. License plates are used to verify that a vehicle can park at a particular location on university property. Faculty, staff and students are allowed up to four vehicles registered to a virtual parking permit. However, only one vehicle is allowed to park on a University property at any given time. -
2021-2022 Parking and Trafficguidelines Minnesota State University, Mankato History Sesquicentennial Bus Wraps 1868-2018
2021-2022 Parking and Traffic Guidelines Minnesota State University, Mankato History Sesquicentennial Bus Wraps 1868-2018 ARTS & CULTURE The Odyssey - 2011 National Winner Kennedy Center American College Theatre Festival ARTS & CULTURE Music’s Maverick Machine RESIDENTIAL LIFE Daniel Buck Hall (oldest), Gage Towers & Margaret R. Preska Residence Community (newest) HERITAGE Old Main, Bell Tower, & Alumni Arch Parking & Traffic Guidelines 2021-22 “Our mission is to provide parking and transportation alternatives to meet the needs of the students, faculty, staff, and guests of the campus.” Parking and Transportation Advisory Committee Purchasing Parking Portal www.mnsu.edu/parking Parking Emergencies / Special Arrangements: 507-389-2111 or email [email protected] Citation Appeals: 507-389-2111 https://link.mnsu.edu/parkingportal Parking Policy/Permit Questions: 507-389-2111 or email [email protected] www.mnsu.edu/parking Minnesota State University, Mankato is an Affirmative Action/Equal Opportunity University. This document is available in alternative format to individuals with disabilities by calling the Campus Hub at 507-389-1866 (V), 800-627-3529 or 711 (MRS/TTY). SHOP20BK_06-21 i Minnesota State Parking & Busing The Ground Rules: This policy and procedures handbook includes changes from past editions that are the result of proposals adopted following public hearings and lengthy sessions of the Parking and Transportation Advisory Committee. This document contains more than one fragile consensus and reflects a series of compromises hammered out from among committee volunteers. Those volunteers represent the interests of the various campus component groups including students, faculty, support staff, and administrators. As you peruse these pages, should you have a question, feel free to call Parking Services (507- 389-2111), send an email [[email protected]], or call Facilities Services at 507-389-6931. -
Costing of Bicycle Infrastructure and Programs in Canada Project Team
Costing of Bicycle Infrastructure and Programs in Canada Project Team Project Leads: Nancy Smith Lea, The Centre for Active Transportation, Clean Air Partnership Dr. Ray Tomalty, School of Urban Planning, McGill University Researchers: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Dr. Marvin Macaraig, The Centre for Active Transportation, Clean Air Partnership Julia Malmo-Laycock, School of Urban Planning, McGill University Report Design: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Cover Photo: Tour de l’ile, Go Bike Montreal Festival, Montreal by Maxime Juneau/APMJ Project Partner: Please cite as: Benni, J., Macaraig, M., Malmo-Laycock, J., Smith Lea, N. & Tomalty, R. (2019). Costing of Bicycle Infrastructure and Programs in Canada. Toronto: Clean Air Partnership. CONTENTS List of Figures 4 List of Tables 7 Executive Summary 8 1. Introduction 12 2. Costs of Bicycle Infrastructure Measures 13 Introduction 14 On-street facilities 16 Intersection & crossing treatments 26 Traffic calming treatments 32 Off-street facilities 39 Accessory & support features 43 3. Costs of Cycling Programs 51 Introduction 52 Training programs 54 Repair & maintenance 58 Events 60 Supports & programs 63 Conclusion 71 References 72 Costing of Bicycle Infrastructure and Programs in Canada 3 LIST OF FIGURES Figure 1: Bollard protected cycle track on Bloor Street, Toronto, ON ..................................................... 16 Figure 2: Adjustable concrete barrier protected cycle track on Sherbrook St, Winnipeg, ON ............ 17 Figure 3: Concrete median protected cycle track on Pandora Ave in Victoria, BC ............................ 18 Figure 4: Pandora Avenue Protected Bicycle Lane Facility Map ............................................................ 19 Figure 5: Floating Bus Stop on Pandora Avenue ........................................................................................ 19 Figure 6: Raised pedestrian crossings on Pandora Avenue ..................................................................... -
Engineering Division Driveway Aprons and Curb Cut Policy
Adopted by the Board of Selectmen May 15, 1973 Revised February 14, 2013 TOWN OF WELLESLEY POLICY GOVERNING DRIVEWAY APRONS AND CURB CUTS RESIDENTIAL PURPOSE: To limit potential areas of traffic conflict while maintaining adequate access for vehicles to be stored conveniently off- street. POLICY: A written curb cut request must be made to the office of the Town Engineer regardless of whether the request is for a new curb cut and driveway apron or alteration to an existing curb cut and driveway apron. There shall be not more than two (2) driveway aprons and curb cuts per lot. The only exception would be if the request involves a corner lot. Two (2) curb cuts could be permitted on a street to provide for a semi-circular driveway and a third curb cut could be permitted on the intersecting street for access to the garage(s). Under any circumstance, the maximum number of driveway aprons and curb cuts that would be allowed under those conditions is three (3). Under all other conditions, the maximum permissible number of curb cuts shall be two (2). The standard single driveway width shall not be in excess of 12 feet measured at the property line, but may flare out at the curb line to a greater width as shown in the Town’s Standard Construction Detail 2A, appended to this policy. The standard double driveway width shall not be in excess of 20 feet measured at the property line, but may flare out to a greater width at the curb line as shown in the Town’s Standard Construction Detail 2B, appended to this policy. -
Getting to the Curb: a Guide to Building Protected Bike Lanes.”)
Getting to the Curb A Guide to Building Protected Bike Lanes That Work for Pedestrians This report is dedicated to Joanna Fraguli, a passionate pedestrian safety advocate whose work made San Francisco a better place for everyone. This report was created by the Senior & Disability Pedestrian Safety Workgroup of the San Francisco Vision Zero Coalition. Member organizations include: • Independent Living Resource Center of San Francisco • Senior & Disability Action • Walk San Francisco • Age & Disability Friendly SF • San Francisco Mayor’s Office on Disability Primary author: Natasha Opfell, Walk San Francisco Advisor/editor: Cathy DeLuca, Walk San Francisco Illustrations: EricTuvel For more information about the Workgroup, contact Walk SF at [email protected]. Thank you to the San Francisco Department of Public Health for contributing to the success of this project through three years of funding through the Safe Streets for Seniors program. A sincere thanks to everyone who attended our March 6, 2018 charette “Designing Protected Bike Lanes That Are Safe and Accessible for Pedestrians.” This guide would not exist without your invaluable participation. Finally, a special thanks to the following individuals and agencies who gave their time and resources to make our March 2018 charette such a great success: • Annette Williams, San Francisco Municipal Transportation Agency • Jamie Parks, San Francisco Municipal Transportation Agency • Kevin Jensen, San Francisco Public Works • Arfaraz Khambatta, San Francisco Mayor’s Office on Disability Table of -
Optimized Design of Concrete Curb Under Off Tracking Loads December 2008 6
Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-09/0-5830-1 Accession No. 4. Title and Subtitle 5. Report Date Optimized Design of Concrete Curb under Off Tracking Loads December 2008 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Chul Suh, Soojun Ha, Moon Won 0-5830-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-5830 3208 Red River, Suite 200 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report, 09/2005-08/2007 Research and Technology Implementation Office 14. Sponsoring Agency Code P.O. Box 5080 Austin, TX 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. 16. Abstract Most research studies in the portland cement concrete (PCC) pavement area focused on addressing distresses related to pavement structure itself. As a result, the design and construction of other structural elements of the concrete curb and curb and gutter (CCCG) system have been overlooked and not much research has been done in this area. Visual inspection of damaged CCCG systems was conducted in the field. All damaged CCCG systems were the TxDOT Type II system and almost all damaged CCCG systems were found at U-turn curbs due to excessive off tracking of traffic. Although geometric changes of the curb design are the fundamental solutions for the off tracking failure, such changes are not feasible in most cases due to economic and space limitations. -
Disability Rights Movement —The ADA Today
COVER STORY: ADA Today The Disability Rights Movement —The ADA Today Karen Knabel Jackson navigates Washington DC’s Metro. by Katherine Shaw ADA legislation brought f you’re over 30, you probably amazing changes to the landscape—expected, understood, remember a time in the and fostering independence, access not-too-distant past when a nation, but more needs and self-suffi ciency for people curb cut was unusual, there to be done to level the with a wide range of disabilities. were no beeping sounds at playing fi elds for citizens Icrosswalks on busy city street with disabilities. Yet, with all of these advances, corners, no Braille at ATM court decisions and inconsistent machines, no handicapped- policies have eroded the inten- accessible bathroom stalls at the airport, few if tion of the ADA, lessening protections for people any ramps anywhere, and automatic doors were with disabilities. As a result, the ADA Restoration common only in grocery stores. Act of 2007 (H.R. 3195/S. 1881) was introduced last year to restore and clarify the original intent Today, thanks in large part to the Americans with of the legislation. Hearings have been held in both Disabilities Act (ADA), which was signed into law the House and Senate and the bill is expected to in 1990, these things are part of our architectural pass in 2008. 20 Momentum • Fall.2008 Here’s how the ADA works or doesn’t work for some people with MS today. Creating a A no-win situation Pat had a successful career as a nursing home admin- istrator in the Chicago area. -
Engineering Directive on Walks and Wheelchair Ramps
Number: E-12-005 Date: 03/27/2012 ENGINEERING DIRECTIVE Thomas F. Broderick, P.E. (signature on original) CHIEF ENGINEER Walks and Wheelchair Ramps The purpose of this Engineering Directive is to issue revised and new Wheelchair Ramp drawings contained in the Construction Standard Details and new Notes on Walks and Wheelchair Ramps for Designers and Construction Engineers. This Engineering Directive supersedes E-04-007, Detectable Warning Panels – Revised, dated 12/16/04, and E- 97-008, Architectural Access Board and Americans with Disabilities Act Requirements, dated 10/9/97. This Directive is effective immediately for all projects under design or construction. The following revised Construction Standard Details drawings dated March 2012 are issued to replace existing corresponding Construction Standard Details drawings dated August 2010: • E 107.2.0R Wheelchair Ramps Less Than 12’-4” Sidewalk • E 107.2.1R Wheelchair Ramp on Narrow Sidewalk with Detectable Warning Panel • E 107.3.0R Wheelchair Ramps Greater Than 12’-4” Sidewalk • E 107.6.0R Wheelchair Ramp for One Continuous Direction of Pedestrian Travel • E 107.6.3R Wheelchair Ramp with 3” Curb Reveal • E 107.6.4R “T” Intersection Wheelchair Ramp • E 107.6.5R Detectable Warning Panel for Wheelchair Ramps and Standard Ramp Terminology • E 107.6.9R Wheelchair Ramp with Landscaping Strip The following new Construction Standard Details drawing dated March 2012 is issued: • E 107.1.0 Typical Intersection Crosswalk Layout The Notes on Walks and Wheelchair Ramps for Designers and Construction Engineers dated March 2012 are issued to supplement the Construction Standard Details and the Project Development & Design Guide. -
Section 11 Concrete Curbs, Curb and Gutters, Concrete Surfacing
SECTION 11 CONCRETE CURBS, CURB AND GUTTERS, CONCRETE SURFACING, SIDEWALKS, DRIVEWAYS AND BIKEWAYS 12/08/15 STANDARD CONSTRUCTION SPECIFICATIONS Chapter 11 - CONCRETE CURBS, CURB AND GUTTERS, CONCRETE SURFACING, SIDEWALKS, DRIVEWAYS AND BIKEWAYS 11.00 SCOPE 11.10 GENERAL 11.20 MATERIALS A. CONCRETE B. PORTLAND CEMENT C. GRADATION LIMITS- FINE AGGREGATE D. GRADATION LIMITS- COURSE AGGREGATE E. WATER F. SLUMP G. WORKABILITY H. MIXING I. ADMIXTURES J. FLY ASH K. WATER REDUCING, SET CONTROLLING ADMIXTURE L. REINFORCING STEEL M. REINFORCING BARS N. DOWEL BARS O. EXPANSION JOINTS P. JOINT SEALING MATERIAL: 11.30 CONSTRUCTION METHODS A. PREPARATION OF SUBGRADE 11.32 FORMS A. RIGID FORMS B. SLIP FORMS 11.33 CONCRETE PLACEMENT A. VIBRATING B. FINISHING C. CURING D. PROTECTION 11.34 CURBS, CURB AND GUTTERS AND VALLEY GUTTERS 11.35 MEDIAN SURFACING 11.36 STAMPED AND COLORED BRICK PATTERN CONCRETE SURFACING 11.37 SIDEWALKS. 11.38 DRIVEWAYS 11.39 HANDICAPPED RAMPS 11.40 CONSTRUCTION APPURTENANCES 11.41 PLACING REINFORCING STEEL 11.42 JOINTS A. CONTRACTION JOINTS B. EXPANSION JOINTS C. JOINT SEALING 11.43 COLD WEATHER CONCRETING A. COLD WEATHER CONCRETING 11.44 HOT WEATHER CONCRETING A. HOT WEATHER CONCRETING 12.70 QUALITY ASSURANCE A. CONCRETE TESTING SERVICE B. MIX DESIGN C. QUALITY CONTROL City of Kearney, NE Standard Specifications Section 11 1098 11.90 MEASURMETN AND PAYMENT A. MEASUREMENT AND PAYMENT B. CURBS AND GUTTERS C. VALLEY GUTTERS D. MEDIAN SURFACING E. STAMPED AND COLORED BRICK PATTERN CONCRETE SURFACING F. SIDEWALKS G. DRIVEWAYS H. DETECTABLE TRUNCATED SURFACEING City of Kearney, NE Standard Specifications Section 11 1099 11.00 SCOPE Concrete curbs, curb and gutters, sidewalks, driveways, and bikeways shall be constructed of the material herein specified, on an approved subgrade, in accordance with these Specifications and in conformance with the lines, grades, typical cross section and details shown on the Plan.