Part 2 Signs
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Preferential and Managed Lane Signs and General Information Signs
2009 Edition Page 253 CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS Section 2G.01 Scope Support: 01 Preferential lanes are lanes designated for special traffic uses such as high-occupancy vehicles (HOVs), light rail, buses, taxis, or bicycles. Preferential lane treatments might be as simple as restricting a turning lane to a certain class of vehicles during peak periods, or as sophisticated as providing a separate roadway system within a highway corridor for certain vehicles. 02 Preferential lanes might be barrier-separated (on a separate alignment or physically separated from the other travel lanes by a barrier or median), buffer-separated (separated from the adjacent general-purpose lanes only by a narrow buffer area created with longitudinal pavement markings), or contiguous (separated from the adjacent general-purpose lanes only by a lane line). Preferential lanes might allow continuous access with the adjacent general-purpose lanes or restrict access only to designated locations. Preferential lanes might be operated in a constant direction or operated as reversible lanes. Some reversible preferential lanes on a divided highway might be operated counter-flow to the direction of traffic on the immediately adjacent general-purpose lanes. 03 Preferential lanes might be operated on a 24-hour basis, for extended periods of the day, during peak travel periods only, during special events, or during other activities. 04 Open-road tolling lanes and toll plaza lanes that segregate traffic based on payment method are not considered preferential lanes. Chapter 2F contains information regarding signing of open-road tolling lanes and toll plaza lanes. 05 Managed lanes typically restrict access with the adjacent general-purpose lanes to designated locations only. -
2B-1 Application of Regulatory Signs Regulatory
6. REGULATORY SIGNS 2B-1 Application of Regulatory Signs Regulatory signs inform highway users of traffic laws or regulations and indicate the applicability of legal requirements that would not oth- erwise be apparent. These signs shall be erected wherever needed to fulfill this purpose, but unnecessary mandates should be avoided. The laws of many States specify that certain regulations are enforceable only when made known by official signs. Some regulatory signs are related to operational controls but do not impose any obligations or prohibitions. For example, signs giving ad- vance notice of or marking the end of a restricted zone are included in the regulatory group. Regulatory signs normally shall be erected at those locations where regulations apply. The sign message shall clearly indicate the require- ments imposed by the regulation and shall be easily visible and legible to the vehicle operator. 2B-2 Classification of Regulatory Signs Regulatory signs are classified in the following groups: 1. Right-of-way series: (a) STOP sign (sec. 2B-4 to 6) (b) YIELD sign (sec. 2B-7 to 9) 2. Speed series (sec. 2B-10 to 14) 3. Movement series: (a) Turning (see. 2B-15 to 19) (b) Alignment (sec. 2B-20 to 25) (c) Exclusion (see. 2B-26 to 28) (d) One Way (sec. 2B-29 to 30) 4. Parking series (see. 2B-31 to 34) 5. Pedestrian series (see. 2B-35 to 36) 6. Miscellaneous series (sec. 2B-37 to 44) 2B-3 Design of Regulatory Signs Regulatory signs are rectangular, with the longer dimension vertical, and have black legend on a white background, except for those signs whose standards specify otherwise. -
GDOT Signing and Marking Design Guidelines
Signing and Marking Design Guidelines 8/10/2021 Revision 6.1 Atlanta, GA 30308 This document was developed as part of the continuing effort to provide guidance within the Georgia Department of Transportation in fulfilling its mission to provide a safe, efficient, and sustainable transportation system through dedicated teamwork and responsible leadership supporting economic development, environmental sensitivity and improved quality of life. This document is not intended to establish policy within the Department, but to provide guidance in adhering to the policies of the Department. Your comments, suggestions, and ideas for improvements are welcomed. Please send comments to: State Design Policy Engineer Georgia Department of Transportation One Georgia Center 600 West Peachtree Street, N.W., 26th Floor Atlanta, Georgia 30308 DISCLAIMER The Georgia Department of Transportation maintains this printable document and is solely responsible for ensuring that it is equivalent to the approved Department guidelines. Signing and Marking Design Guidelines Revision History Revision Number Revision Date Revision Summary All - Revised and Combined Interstate and Limited Access 2.0 11/2008 Roadway Signing and Marking Design Guidelines and Non- Interstate Signing and Marking Design Guidelines 2.1 1/2011 All - Revised Figures Chapter 2 - Removed section 2.6 Detail Estimate Chapter 3 - Added Bicycle Warning and Share the Road Sign Guidance and Revised Figures Specified 36” for Warning Signs on State Routes Appendix A - Revised Legend and Figures 3.0 12/2013 All – Major Revision 3.1 10/2015 Section 2.4 - Changed General Notes location. Section 2.5 - Changed the Reflective Sheeting Section 3.1- Removed pavement marking plans Section 3.1.2 - Changed “or” to “and/or”. -
Chapters 2I-2N
2009 Edition Page 299 CHAPTER 2I. GENERAL SERVICE SIGNS Section 2I.01 Sizes of General Service Signs Standard: 01 Except as provided in Section 2A.11, the sizes of General Service signs that have a standardized design shall be as shown in Table 2I-1. Support: 02 Section 2A.11 contains information regarding the applicability of the various columns in Table 2I-1. Option: 03 Signs larger than those shown in Table 2I-1 may be used (see Section 2A.11). Table 2I-1. General Service Sign and Plaque Sizes (Sheet 1 of 2) Conventional Freeway or Sign or Plaque Sign Designation Section Road Expressway Rest Area XX Miles D5-1 2I.05 66 x 36* 96 x 54* 120 x 60* (F) Rest Area Next Right D5-1a 2I.05 78 x 36* 114 x 48* (E) Rest Area (with arrow) D5-2 2I.05 66 x 36* 96 x 54* 78 x 78* (F) Rest Area Gore D5-2a 2I.05 42 x 48* 66 x 72* (E) Rest Area (with horizontal arrow) D5-5 2I.05 42 x 48* — Next Rest Area XX Miles D5-6 2I.05 60 x 48* 90 x 72* 114 x 102* (F) Rest Area Tourist Info Center XX Miles D5-7 2I.08 90 x 72* 132 x 96* (E) 120 x 102* (F) Rest Area Tourist Info Center (with arrow) D5-8 2I.08 84 x 72* 120 x 96* (E) 144 x 102* (F) Rest Area Tourist Info Center Next Right D5-11 2I.08 90 x 72* 132 x 96* (E) Interstate Oasis D5-12 2I.04 — 156 x 78 Interstate Oasis (plaque) D5-12P 2I.04 — 114 x 48 Brake Check Area XX Miles D5-13 2I.06 84 x 48 126 x 72 Brake Check Area (with arrow) D5-14 2I.06 78 x 60 96 x 72 Chain-Up Area XX Miles D5-15 2I.07 66 x 48 96 x 72 Chain-Up Area (with arrow) D5-16 2I.07 72 x 54 96 x 66 Telephone D9-1 2I.02 24 x 24 30 x 30 Hospital -
Improvements in Surface Transportation Signing
Improvements in Surface Transportation Signing A chronological overview of designs, research and field studies that includes the development of the Clearview type system and related application concepts to improve the consistency, performance, and visual quality of traffic control devices. Prepared for: Mr. Gregory Nadeau Mr. Mark Kehrli Administrator Director Office of the Administrator Transportation Operations Federal Highway Administration Federal Highway Administration Mr. Jeffrey Lindley Mr. Kevin Sylvester Associate Administrator MUTCD Office Office of Operations Federal Highway Administration Federal Highway Administration Prepared by: March 21, 2016 Donald T. Meeker, F. SEGD Meeker & Associates, Inc. Larchmont, NY This body of work started at this sleepy intersection off of I-84 in the state of Oregon. As part of a motorist information project for the Oregon Department of Transportation (ODOT), I was finally forced to look for the answers to questions that I had wondered for years. Why? 1) Why is the structure of this information so eclectic and seemingly dysfunctional? 2) We are taught that mixed case would be more readable (why isn’t book/magazine/newspaper text published in all upper case?); so why are conventional road guide sign destination names in all upper case letters? 3) Why is the destination name on that freeway guide sign so fat? Why does it appear that you can’t fit your finger through the center space of the small “e” and the letterforms chunk up when viewed at a distance? 2 3 A lot of information competing for your attention yet created as if it is to stand alone! And Oregon is not alone. -
Frutiger (Tipo De Letra) Portal De La Comunidad Actualidad Frutiger Es Una Familia Tipográfica
Iniciar sesión / crear cuenta Artículo Discusión Leer Editar Ver historial Buscar La Fundación Wikimedia está celebrando un referéndum para reunir más información [Ayúdanos traduciendo.] acerca del desarrollo y utilización de una característica optativa y personal de ocultamiento de imágenes. Aprende más y comparte tu punto de vista. Portada Frutiger (tipo de letra) Portal de la comunidad Actualidad Frutiger es una familia tipográfica. Su creador fue el diseñador Adrian Frutiger, suizo nacido en 1928, es uno de los Cambios recientes tipógrafos más prestigiosos del siglo XX. Páginas nuevas El nombre de Frutiger comprende una serie de tipos de letra ideados por el tipógrafo suizo Adrian Frutiger. La primera Página aleatoria Frutiger fue creada a partir del encargo que recibió el tipógrafo, en 1968. Se trataba de diseñar el proyecto de Ayuda señalización de un aeropuerto que se estaba construyendo, el aeropuerto Charles de Gaulle en París. Aunque se Donaciones trataba de una tipografía de palo seco, más tarde se fue ampliando y actualmente consta también de una Frutiger Notificar un error serif y modelos ornamentales de Frutiger. Imprimir/exportar 1 Crear un libro 2 Descargar como PDF 3 Versión para imprimir Contenido [ocultar] Herramientas 1 El nacimiento de un carácter tipográfico de señalización * Diseñador: Adrian Frutiger * Categoría:Palo seco(Thibaudeau, Lineal En otros idiomas 2 Análisis de la tipografía Frutiger (Novarese-DIN 16518) Humanista (Vox- Català 3 Tipos de Frutiger y familias ATypt) * Año: 1976 Deutsch 3.1 Frutiger (1976) -
Route De Déneigement / Snowplow Routes
COMTÉS UNIS DE PRESCOTT ET RUSSELL UNITED COUNTIES OF PRESCOTT AND RUSSELL ORDRE DU JOUR AGENDA RÉUNION DU COMITÉ PLÉNIER COMMITTEE OF THE WHOLE 12 février 2014 February 12, 2014 9 h 00 9:00 a.m. _____________________________ _____________________________ 1. OUVERTURE DE LA RÉUNION 1. OPENING OF THE MEETING 2. PRÉSENCES / ABSENCES 2. ROLL CALL 3. DÉCLARATION INTÉRÊTS PÉCUNIAIRES 3. DISCLOSURE OF PECUNIARY INTEREST 4. ADOPTION DE L’ORDRE DU JOUR 4. ADOPTION OF THE AGENDA 5. PÉTITIONS ET DÉLÉGATIONS 5. PETITIONS AND DELEGATIONS À 9h At 9:00 a.m. M. Gérald Laviolette – problèmes de Mr. Gérald Laviolette – problems with wild dindes sauvages turkeys À 9h15 At 9:15 a.m. Présentation de Richard Dion de la firme Presentation from Mr Richard Dion of Plania de consultants Plania Inc., portant sur le Inc., regarding the River Feasibility Study rapport de faisabilité du parcours riverain 6. SUJETS DES MEMBRES DU CONSEIL 6. COUNCIL MEMBERS’ ITEMS Jean Paul St. Pierre Jean Paul St. Pierre 1) Rapport du caucus des comtés au 1) County Caucus Report to AMO Board conseil d’administration de l’AMO 2) Réunion du conseil d’administration 2) AMO Board Meeting January 31, 2014 de l’AMO du 31 janvier 2014 7. SUJETS DES CHEFS DE DÉPARTEMENT 7. DEPARTMENT HEADS’ ITEMS Stéphane P. Parisien Stéphane P. Parisien 1) Sujets à traiter à la conférence 1) Matters to be dealt with at the OGRA OGRA Conference 2) Modification de la date de la 2) Request for date change to GPR Day at Journée GPR à Queens Park Queen’s Park Michel Chrétien Michel Chrétien 3) Modification à -
South Dakota Department of Transportation PERMANENT
South Dakota Department of Transportation PERMANENT SIGNING MANUAL September 2021 Table of Contents PREFACE ........................................................................................................................................................ 4 PLAN PREPARATION ...................................................................................................................................... 4 Estimate of Quantities .............................................................................................................................. 4 General Notes ........................................................................................................................................... 5 Table of Permanent Signing ...................................................................................................................... 5 Sign Design Sheets .................................................................................................................................... 7 SIGN DESIGN ................................................................................................................................................. 7 General ...................................................................................................................................................... 8 Regulatory Signs ........................................................................................................................................ 8 R1-1 STOP Sign ..................................................................................................................................... -
Regulatory Signs, Barricades, and Gates
PART 2. SIGNS CHAPTER 2B. REGULATORY SIGNS, BARRICADES, AND GATES Section 2B.01 Application of Regulatory Signs Section 2B.02 Design of Regulatory Signs Section 2B.03 Size of Regulatory Signs Section 2B.04 Right-of-Way at Intersections Section 2B.05 STOP Sign (R1-1) and ALL WAY Plaque (R1-3P) Section 2B.06 STOP Sign Applications Section 2B.07 Multi-Way Stop Applications Section 2B.08 YIELD Sign (R1-2) Section 2B.09 YIELD Sign Applications Section 2B.10 STOP Sign or YIELD Sign Placement Section 2B.11 Yield Here To Pedestrians Signs and Stop Here For Pedestrians Signs (R1-5 Series) Section 2B.12 In-Street and Overhead Pedestrian Crossing Signs (R1-6, R1-6a, R1-9, and R1-9a) Section 2B.13 Speed Limit Sign (R2-1) Section 2B.14 Truck Speed Limit Plaque (R2-2P) Section 2B.15 Night Speed Limit Plaque (R2-3P) Section 2B.16 Minimum Speed Limit Plaque (R2-4P) Section 2B.17 Higher Fines Signs and Plaque (R2-6P, R2-10, and R2-11) Section 2B.18 Movement Prohibition Signs (R3-1 through R3-4, R3-18, and R3-27) Section 2B.19 Intersection Lane Control Signs (R3-5 through R3-8) Section 2B.20 Mandatory Movement Lane Control Signs (R3-5, R3-5a, R3-7, and R3-20) Section 2B.21 Optional Movement Lane Control Sign (R3-6) Section 2B.22 Advance Intersection Lane Control Signs (R3-8 Series) Section 2B.23 RIGHT (LEFT) LANE MUST EXIT Sign (R3-33) Section 2B.24 Two-Way Left Turn Only Signs (R3-9a, R3-9b) Section 2B.25 BEGIN and END Plaques (R3-9cP, R3-9dP) Section 2B.26 Reversible Lane Control Signs (R3-9e through R3-9i) Section 2B.27 Jughandle Signs (R3-23, R3-24, -
2021 Mndot Signs 101 Manual
MnDOT Signs 101 Course Manual TABLE OF CONTENTS 1. INTRODUCTION..............................................................................................................1-1 1.1 Background ................................................................................................................1-1 1.2 Goals of Course ...........................................................................................................1-1 1.3 Disclaimer ..................................................................................................................1-1 1.4 Acknowledgements......................................................................................................1-1 1.5 Written Communications Policy......................................................................................1-1 1.6 Contact Information .....................................................................................................1-2 1.7 MnDOT OTE Website....................................................................................................1-2 1.8 Definitions..................................................................................................................1-2 2. SIGNING OVERVIEW........................................................................................................2-1 2.1 Purpose of Signs ..........................................................................................................2-1 2.2 What is Retroreflectivity? ..............................................................................................2-1 -
Business Logo Sign Program Report
Business Logo Sign Program Report to the Legislature 2020 This report is available online at http://dot.ca.gov/programs/legislative-affairs/reports This document is available in alternate formats for individuals with sensory disabilities. For alternate format information, contact Caltrans Legislative Affairs at (916) 654-2397, TTY 711, or at California Department of Transportation, 1120 N Street, Mail Stop 49, Sacramento, CA, 95814. ii Business Logo Sign Program 2019 Contents Contents ............................................................................................................................ 1 Executive Summary .......................................................................................................... 2 Background ....................................................................................................................... 3 Statutory Reference and Purpose .................................................................................. 3 Program Background ....................................................................................................... 3 Program Status/Program Accomplishments ................................................................ 5 Application Process for the Business Logo Sign Program ............................................ 5 City of Lincoln .................................................................................................................... 5 Town of Truckee ............................................................................................................... -
Safety at Street Works and Road Works a Code of Practice
Safety at Street Works and Road Works A Code of Practice October 2013 Department for Transport Great Minster House 33 Horseferry Road London SW1P 4DR Telephone 0300 330 3000 Website www.gov.uk/dft General email enquiries [email protected] © Crown copyright, 2013 Copyright in the typographical arrangement rests with the Crown. You may re-use this information (not including logos or third-party material) free of charge in any format or medium, under the terms of the Open Government Licence v2.0. To view this licence, visit www.nationalarchives.gov.uk/doc/ open-government-licence/version/2 or write to the Information Policy Team, The National Archives, Kew, London TW9 4DU, or e-mail [email protected]. Acknowledgements The Department for Transport would like to thank the following for their help in preparing this Code of Practice: The Department for Regional Development Northern Ireland The Welsh Government The Scottish Government and the Scottish Road Works Commissioner HAUC NJUG Ltd The Health and Safety Executive JAG(UK) Network Rail and many other organisations and individuals who provided comments and contributions. ISBN 9780115531453 Printed in Great Britain on paper containing at least 75% recycled fibre. J2577156 C500 09/13 Safety at Street Works and Road Works A Code of Practice This Code of Practice is issued by the Secretary of State for Transport and Welsh Ministers under section 65 of the New Roads and Street Works Act 1991 (NRSWA) and section 174 of the Highways Act 1980, by Scottish Ministers under section 124 of the NRSWA, and by the Department for Regional Development (Northern Ireland) under article 25 of the Street Works (Northern Ireland) Order 1995 and Article 31 of the Road Traffic Regulation Order (Northern Ireland) 1997.