Waterfront Esplanade Master Plan
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Ken Matthews: 1934-2019
KEN MATTHEWS: 1934-2019 The world’s racewalking community was saddened in June 2019 to hear of the passing of Ken Matthews, Great Britain’s last surviving Olympic race walking Gold medallist. His death occurred on the evening of Sunday 2 nd June in Wrexham where he was a hospital in-patient. Kenneth ("Ken") Joseph Matthews was born on 21 June 1934 in Birmingham and started his race walk career as an 18- year-old, following in the footsteps of his father, Joe, who was a founding member of the now defunct Royal Sutton Coldfield Walking Club. Throughout his athletics career, Ken remained Midlands based, and remained a loyal member of Royal Sutton Coldfield Walking Club. An electrical maintenance engineer at a power station near his hometown of Sutton Coldfield, he became one of England's most successful ever racewalkers and dominated the world stage throughout the early 1960's. He won 17 national titles, as well as Olympic and European gold and, between 1964 to 1971 he held every British record from 5 miles to 2 hours, including a 10-mile world best of 69:40.6. Perhaps surprisingly, he did not dominate as a youngster and it was not until 1959, at age 25, that he won his first British titles – the RWA's 10 miles road title and the AAA's 2 miles and 7 miles track titles. 1 From then on, he was pretty much unbeatable in England, but the British race most people remember is, interestingly, a loss rather than a victory. In spectacle, excitement and sheer athleticism, the 1960 AAA 2 mile duel between Stan Vickers and Ken stands comparison with any of the great races in the history of the championships. -
The ARTS Bicycle and Pedestrian Plan Update
“The ARTS Bicycle and Pedestrian Plan Update envisions a seamless network of safe and inviting bicycling and walking paths, trails, and on-street facilities, between South Carolina, Georgia and the four member counties, that equitably supports economic development, active transportation, healthy lifestyles and improved quality of life for all citizens and visitors of the region.” Chapter V Two ision , Goa ls, and Objectives 1.1. Objective: Ensure that accommodations for Introduction bicyclists and pedestrians are provided on Based on goals and objectives of existing local all appropriate infrastructure projects where and regional planning documents, the input of pedestrians and bicyclists are permitted to the Project’s steering committee, the project travel. purpose, and relevant examples from around 1.2. Objective: Integrate bicycle and pedes- the country, vision, goals, and objectives are trian facilities in their projects, including, but listed below. The goals and objectives are not limited to, transit, development, public categorized by five of the six E’s associated works, infrastructure, and recreation facili- with bicycle- and walk-friendly community ties. designations. The five E’s are: Engineering, 1.3. Objective: Improve the level of service for Education, Encouragement, Enforcement, and existing bicycle and pedestrian facilities in Evaluation. Equity is considered a sixth E and the member counties. is interwoven within the goals and objectives 1.4. Objective: Increase the mileage of bicycle provided. Objectives 1.6, 1.7, and 3.3 give and pedestrian facilities by fifteen percent particular attention to equity, though it should in each of the region’s four counties within be addressed within the implementation of the next 5 years. -
Temporary Traffic Control Zone Pedestrian Access Considerations
Guidance Sheet - Temporary Traffic Control Zone Maintaining Pedestrian Pathways in TTC Zones If a project allows pedestrian access through part of the TTC zone, the pathway should be properly Pedestrian Access Considerations maintained. Note that tape, rope, or a plastic chain strung between devices is not detectable; their use does not comply with the design standards in the ADA or the MUTCD, and these items should not be used as a control for pedestrian movements. When implemented, the following recommendations should improve When developing temporary traffic control (TTC) plans, the importance of pedestrian access in and around safety and convenience: the work zone is often overlooked or underestimated. A basic requirement of work zone traffic control, as provided in the Manual on Uniform Traffic Control Devices (MUTCD), is that the needs of pedestrians, v Inspect pathways regularly, and keep them clear of debris and well-maintained. including those with disabilities, must be addressed in the TTC process. Pedestrians should be provided with reasonably safe, convenient, and accessible paths that replicate as nearly as practical the most v Treat surfaces with non-slip materials for inclement weather. desirable characteristics of the existing sidewalks or footpaths. It is essential to recognize that pedestrians are reluctant to retrace their steps to a prior intersection for a crossing, or to add distance or out-of-the-way v Replace walkway surfaces with holes, cracks, or vertical separation. travel to a destination. This guidance sheet serves to remind TTC designers and construction personnel of v Inspect detour pathways regularly for adequacy of signal timing, signs, and potential traffic the importance of pedestrian access, to stress the need for pedestrian safety, and to offer suggestions that will improve the visibility of pedestrian access. -
Pedestrian Crossings: Uncontrolled Locations
Pedestrian Crossings: Uncontrolled Locations CENTER FOR TRANSPORTATION STUDIES Pedestrian Crossings: Uncontrolled Locations June 2014 Published By Minnesota Local Road Research Board (LRRB) Web: www.lrrb.org MnDOT Office of Maintenance MnDOT Research Services Section MS 330, 395 John Ireland Blvd. St. Paul, Minnesota 55155 Phone: 651-366-3780 Fax: 651-366-3789 E-mail: [email protected] Acknowledgements The financial and logistical support provided by the Minnesota Local DATA COLLECTION Road Research Board, the Minnesota Department of Transportation (MnDOT), and the Minnesota Local Technical Assistance Program John Hourdos and Stephen Zitzow, University of Minnesota (LTAP) at the Center for Transportation Studies (CTS), University of PRODUCTION Minnesota for this work is greatly acknowledged. Research, Development, and Writing: Bryan Nemeth, Ross Tillman, The procedures presented in this report were developed based on infor- Jeremy Melquist, and Ashley Hudson, Bolton & Menk, Inc. mation from previously published research studies and reports and newly collected field data. Editing: Christine Anderson, CTS The authors would also like to thank the following individuals and orga- Graphic Design: Abbey Kleinert and Cadie Wright Adikhary, CTS, and nizations for their contributions to this document. David Breiter, Bolton & Menk, Inc. TECHNICAL ADVISORY PANEL MEMBERS Tony Winiecki , Scott County Pete Lemke, Hennepin County Kate Miner, Carver County Tim Plath, City of Eagan Mitch Rasmussen, Scott County Jason Pieper, Hennepin County Mitch Bartelt, MnDOT This material was developed by Bolton & Menk, Inc., in coordination with the Minne- Melissa Barnes, MnDOT sota Local Road Research Board for use by practitioners. Under no circumstances shall Tim Mitchell, MnDOT this guidebook be sold by third parties for profit. -
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". -
"2. Sidewalks". "Boston Complete Streets Design Guide."
Sidewalk Zone Widths The width of the sidewalk contributes to the degree of When making decisions for how to allocate sidewalk space, comfort and enjoyment of walking along a street. Narrow the following principles should be used: sidewalks do not support lively pedestrian activity, and may create dangerous conditions where people walk in the Frontage Zone street. Typically, a five foot wide Pedestrian Zone supports > The Frontage Zone should be maximized to provide space two people walking side by side or two wheel chairs passing for cafés, plazas, and greenscape elements along build- each other. An eight foot wide Pedestrian Zone allows two ing facades wherever possible, but not at the expense of pairs of people to comfortably pass each other, and a ten reducing the Pedestrian Zone beyond the recommended foot or wider Pedestrian Zone can support high volumes of minimum widths. pedestrians. Pedestrian Zone Vibrant sidewalks bustling with pedestrian activity are not > The Pedestrian Zone should be clear of any obstructions only used for transportation, but for social walking, lingering, including utilities, traffic control devices, trees, and furniture. and people watching. Sidewalks, especially along Downtown When reconstructing sidewalks and relocating utilities, all Commercial, Downtown Mixed-Use, and Neighborhood Main utility access points and obstructions should be relocated Streets, should encourage social uses of the sidewalk realm outside of the Pedestrian Zone. by providing adequate widths. > While sidewalks do not need to be perfectly straight, the SIDEWALKS Pedestrian Zone should not weave back and forth in the When determining sidewalk zone widths, factors to consider right-of-way for no other reason than to introduce curves. -
East Midtown Waterfront Esplanade Community Working Group June 24, 2013
East Midtown Waterfront Esplanade Community Working Group June 24, 2013 East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 1 Agenda I. Project Overview a) Project Goals b) Project Considerations c) Progress Update II. Pre-Concept Design a) Design Inspiration b) Community Working Group 1 Meeting Summary c) Responding to Community Aspirations III. Breakout Session IV. Reporting Back V. Project Timeline and Next Steps East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 2 I Project Overview Site Context East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 4 Project Overview Contemplated by State legislation in July 2011: . Sponsored by State Assemblymember Brian Kavanagh and State Senator Liz Krueger (locally by Councilmember Daniel Garodnick) Project purpose: . Construct a continuous greenway from East 38th – 60th Street along the East River to create a critical transportation connection and to provide new open space to alleviate chronic shortage in the immediate area East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 5 Project Goals Provide Critical Transportation Route Achieve major transportation need and policy goal by filling critical gap . East Side of Manhattan lacks dedicated greenway for non-motorized transportation; creating one is a major public policy goal . Improve transportation options for thousands of pedestrians, joggers, rollerbladers and cyclists . Support alternative forms of transportation for New Yorkers and improve air quality Bicyclist on 2nd Ave & 38th Street NYC Bike Map in 2016 East Midtown Waterfront Esplanade Project : Community Working Group 06/24/13 7 Provide Waterfront Access & Open Space Provide waterfront access and new open space for densely populated East Midtown communities . -
PLANNING and DESIGNING for PEDESTRIANS Table of Contents
PLANNING AND DESIGNING FOR PEDESTRIANS Table of Contents 1. Executive Summary ................................................................1 1.1 Scope of Guidelines.............................................................................. 2 1.2 How the Pedestrian-Oriented Design Guidelines Can be Used........ 5 1.3 How to Use the Chapters and Who Should Use Them ...................... 6 2. Pedestrian Primer ...................................................................9 2.1 What is Pedestrian-Oriented Design? ................................................. 9 2.2 Link Between Land Use and Transportation Decisions .................. 10 2.3 Elements of a Walkable Environment ............................................... 11 2.4 What Kind of Street Do You Have and What Kind Do You Want?... 12 2.4.1 "Linear" and "Nodal" Structures .......................................................................... 12 2.4.2 Interconnected or Isolated Streets ....................................................................... 14 2.4.3 Street Rhythm......................................................................................................... 15 2.4.4 "Seams" and "Dividers" ........................................................................................ 16 3. Community Structure and Transportation Planning.........17 3.1 Introduction ......................................................................................... 17 3.2 Land Use Types and Organization..................................................... 18 -
Crossing Guard Manuals As References
KANSAS GUIDELINES FOR SCHOOL CROSSING GUARDS PRODUCED BY THE KANSAS DEPARTMENT OF TRANSPORTATION (KDOT) AND THE KANSAS SCHOOL CROSSING GUARD COMMITTEE Summer 2006 ACKNOWLEDGMENTS Sincere appreciation is expressed to the following persons who where instrumental in preparing this document, "Kansas Guidelines for School Crossing Guards." Kansas School Crossing Guard Committee David A. Church, Bureau Chief Bureau of Traffic Engineering Kansas Department of Transportation Cheryl Hendrixson, Traffic Engineer Bureau of Traffic Engineering Kansas Department of Transportation Larry E. Bluthardt, Supervisor School Bus Safety Education Unit Kansas Department of Education David Schwartz, Highway Safety Engineer Bureau of Traffic Safety Kansas Department of Transportation Paul Ahlenius, Statewide Bicycle and Pedestrian Coordinator Bureau of Transportation Planning Kansas Department of Transportation Vicky Johnson, Attorney IV Office of Chief Counsel Kansas Department of Transportation Adam Pritchard, Traffic Engineer Bureau of Traffic Engineering Kansas Department of Transportation Additional copies of these guidelines can be obtained by calling or writing: Kansas Department of Transportation Bureau of Traffic Engineering Eisenhower State Office Building 700 SW Harrison, 6th floor Topeka, KS 66603-3754 Telephone: 785-296-8593 FAX: 785 296-3619 Electronic copies are also available at the following website: http://www.ksdot.org/burTrafficEng/sztoolbox/default.asp 3 TABLE OF CONTENTS ACKNOWLEDGMENTS ....................................................................................................... -
Won't Crosswalks Make It Safer to Cross Streets?
About Cross Walks: Won’t Crosswalks make it safer to cross streets? A crosswalk is that area of a roadway where pedestrians have the right of way. Crosswalks may be “marked” or “unmarked”. A “marked crosswalk” is any crosswalk which is delineated by painted markings placed on the pavement. All other crosswalk locations are therefore “unmarked”. Under the Arizona Law, crosswalks exist at all intersections, extending across the street from the corner curbs, or on other parts of the street designated as pedestrian crossing locations by the painted lines, unless signed otherwise. Arizona State law states the following in ARS 28-793. Crossing at other than crosswalk A. A pedestrian crossing a roadway at any point other than within a marked crosswalk or within an unmarked crosswalk at an intersection shall yield the right-of-way to all vehicles on the roadway. B. A pedestrian crossing a roadway at a point where a pedestrian tunnel or overhead pedestrian crossing has been provided shall yield the right-of- way to all vehicles on the roadway. C. Between adjacent intersections at which traffic control signals are in operation, pedestrians shall not cross at any place except in a marked crosswalk. Q: Are marked crosswalks safer than unmarked crosswalks? A: The City of San Diego conducted a study on the issue in the 1970's, and the report conclusions are often cited as the first comprehensive study of crosswalk safety. Investigators in San Diego observed over 400 intersections during a five-year study period. The results demonstrated that during the five- year period, 177 pedestrians were hit in 400 marked crosswalks compared to 31 pedestrians hit in 400 corresponding unmarked crosswalks. -
Oakmont Phase 2 Selection Sheet
Oakmont Phase 2 Selection Sheet Lot #: ________ Address: ______________________________ Brick: CHOOSE ONE (White Mortar $1,000 upgrade) Annandale Canal Street Stone Chase Forest Glen Charleston Nottingham Tudor Old Waverly Hardy Plank Color (Sherwin Williams) (CHOOSE ONE): _______________________________ Exterior Trim (Sherwin Williams) (CHOOSE ONE): _______________________________ Window Color (CHOOSE ONE): White Almond Front Door & Shutters (if applicable) (CHOOSE ONE): _______________________ Interior Wall Paint Colors: SHERWIN WILLIAMS FLAT LATEX PAINT (Please include name & number) (2 COLORS MAXIMUM) Color #1:___________________________________ Location:__________________________________ Color #2:___________________________________ Location: _________________________________ Interior Trim Color (CHOOSE ONE) : ______________________________ Gutters Color (CHOOSE ONE) : ______________________________ Bronze Tuxedo Gray Dark Gray Pearl Gray All selections are to be approved by builder and subject to change without notice due to supplier availability. Cabinet Style (CHOOSE ONE) : Bella Sedona Cabinet Color (CHOOSE ONE) : Bistro White White Fog Taupe Graphite Ebony Willow Cappucino Smoke Coffee Hardware (CHOOSE ONE PULL AND CHOOSE ONE KNOB): Knob Style #:__________________ Pull Style#:__________________ Plumbing Fixtures (CHOOSE ONE): Oil Rubbed Bronze Brushed Nickel Countertops (CHOOSE ONE GRANITE FOR THE KITCHEN & CHOOSE ONE GRANITE FOR ALL BATHROOMS): Colonial White Black Pearl Black Pearl Leathered Ash Blue White Shadow Stormy Night -
Regional Freight Mobility Study, Phase II Report
Corpus Christi – Yoakum Regional Freight Mobility Study, Phase II Report TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................ES-1 SECTION 7 - ANALYSIS OF RAIL/ROADWAY INTERFACE ISSUES .....................................7-1 7.1 METHODOLOGY.......................................................................................................7-1 7.1.1 Crossing Selection Criteria.............................................................................7-1 7.1.2 Rail Occupancy ..............................................................................................7-4 7.1.3 Analysis of Results .........................................................................................7-8 7.2 GRADE CROSSING COST/BENEFIT ANALYSIS...................................................7-10 7.2.1 Construction Cost Estimates ........................................................................7-10 7.2.2 Benefit-Cost Analysis ...................................................................................7-26 7.3 RECOMMENDATIONS ............................................................................................7-31 SECTION 8 - BOTTLENECK IMPROVEMENTS EVALUATION AND MODELING ..................8-1 8.1 PROJECTED TRAFFIC GROWTH ............................................................................8-1 8.1.1 2035 Train Forecasts......................................................................................8-1 8.1.2 Results............................................................................................................8-2