Transportation-Markings Database: Traffic Control Devices
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Permit to Erect and Maintain Custom Street Signs On
Permit To Erect & Maintain Custom Street & Traffic Signs On Gwinnett County Street Rights-Of-Way (Revised November 2004) The intent of this permit is to grant (hereinafter called the “maintaining authority”) the authority to erect and maintain traffic signs within the boundaries of that includes the streets named as follows: The maintaining authority is granted the permission to erect and maintain signs of the following types: Street Name Signs Stop Signs and Yield Signs Other Regulatory Signs Other Warning Signs The maintaining authority is granted this permit with the following stipulations: • No cost to Gwinnett County shall arise from the maintenance of these custom signs. • The maintaining authority agrees to indemnify Gwinnett County of any liability incurred by these signs. • In the case of residential subdivisions, the maintaining authority will be the developer and a legally constituted homeowners association mandated by the restrictive covenants. • The restrictive covenants shall contain an express provision referencing the association’s responsibility to erect and maintain signage within the subdivision in accordance with the permit. • The final plat will contain a notice signed by the developer which notifies all property owners of their responsibility for erecting and maintaining signage in the subdivision in accordance with this permit. • Installation of Street Name Signs. All street name sign blades shall be installed on top of traffic control signs (Stop, Yield, etc.) – NO EXCEPTIONS. WDJ: J & X: Custom Traffic Sign Application Form Page 1 of 8 6” Maximum clearance from top of traffic control sign to the bottom of first street name sign. 3” Maximum clearance between street name sign blades. -
Transport and Map Symbols Range: 1F680–1F6FF
Transport and Map Symbols Range: 1F680–1F6FF This file contains an excerpt from the character code tables and list of character names for The Unicode Standard, Version 14.0 This file may be changed at any time without notice to reflect errata or other updates to the Unicode Standard. See https://www.unicode.org/errata/ for an up-to-date list of errata. See https://www.unicode.org/charts/ for access to a complete list of the latest character code charts. See https://www.unicode.org/charts/PDF/Unicode-14.0/ for charts showing only the characters added in Unicode 14.0. See https://www.unicode.org/Public/14.0.0/charts/ for a complete archived file of character code charts for Unicode 14.0. Disclaimer These charts are provided as the online reference to the character contents of the Unicode Standard, Version 14.0 but do not provide all the information needed to fully support individual scripts using the Unicode Standard. For a complete understanding of the use of the characters contained in this file, please consult the appropriate sections of The Unicode Standard, Version 14.0, online at https://www.unicode.org/versions/Unicode14.0.0/, as well as Unicode Standard Annexes #9, #11, #14, #15, #24, #29, #31, #34, #38, #41, #42, #44, #45, and #50, the other Unicode Technical Reports and Standards, and the Unicode Character Database, which are available online. See https://www.unicode.org/ucd/ and https://www.unicode.org/reports/ A thorough understanding of the information contained in these additional sources is required for a successful implementation. -
Technical Conditions for School Ahead Warning Signs: SIGN ROAD
TECHNICAL CONDITIONS APPLICATION FOR VARIOUS TRAFFIC MANAGEMENT REQUESTS – ONE WAY, PEDESTRIANISATION, NO ENTRY FOR HEAVY VEHICLES, ACCESS RESTRICTIONS, JUNCTION UPGRADING, SCHOOL AHEAD WARNING SIGNS, ROAD MIRROR, CYCLE LANE, OTHER TRAFFIC MANAGEMENT REQUESTS Technical Conditions for School Ahead Warning Signs: SIGN ROAD MARKINGS Technical Conditions for One way: The signs used for signing one-ways are as follows: NO ENTRY TURN LEFT TURN RIGHT AHEAD ONLY TURN LEFT AHEAD TURN RIGHT AHEAD PASS EITHER SIDE NO RIGHT TURN NO LEFT TURN CONTRAFLOW BUS LANE TWO-WAY TRAFFIC TWO-WAY TRAFFIC ACROSS The NO ENTRY sign is used to indicate the prohibition and should be placed on each side of a one- way road at the point where entry is prohibited. Where the prohibition excepts a class of vehicles, the supplementary plate is to be used. Where there are advance direction signs at a junction and entry is not permitted into one of the roads, a NO ENTRY roundel should be used on the advance direction signs. The TURN LEFT, TURN RIGHT and AHEAD ONLY signs may only be used where vehicles are required to move into and along a one-way traffic system or to proceed in a single direction. At T- junctions not controlled by signals (traffic lights), the appropriate sign should be sited on the far side of the head of the T, directly opposite and facing the traffic to which it refers. The TURN LEFT AHEAD and TURN RIGHT AHEAD signs may be used in advance of junctions at which TURN LEFT or TURN RIGHT signs are set. -
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. -
The Gibraltar Highway Code
P ! CONTENTS Introduction Rules for pedestrians 3 Rules for users of powered wheelchairs and mobility scooters 10 Rules about animals 12 Rules for cyclists 13 Rules for motorcyclists 17 Rules for drivers and motorcyclists 19 General rules, techniques and advice for all drivers and riders 25 Road users requiring extra care 60 Driving in adverse weather conditions 66 Waiting and parking 70 Motorways 74 Breakdowns and incidents 79 Road works, level crossings and tramways 85 Light signals controlling traffic 92 Signals by authorised persons 93 Signals to other road users 94 Traffic signs 96 Road markings 105 Vehicle markings 109 Annexes 1. You and your bicycle 112 2. Vehicle maintenance and safety 113 3. Vehicle security 116 4. First aid on the road 116 5. Safety code for new drivers 119 1 Introduction This Highway Code applies to Gibraltar. However it also focuses on Traffic Signs and Road Situations outside Gibraltar, that as a driver you will come across most often. The most vulnerable road users are pedestrians, particularly children, older or disabled people, cyclists, motorcyclists and horse riders. It is important that all road users are aware of The Code and are considerate towards each other. This applies to pedestrians as much as to drivers and riders. Many of the rules in the Code are legal requirements, and if you disobey these rules you are committing a criminal offence. You may be fined, or be disqualified from driving. In the most serious cases you may be sent to prison. Such rules are identified by the use of the words ‘MUST/ MUST NOT’. -
The Transportation System
IV. The Transportation System I US Decennial Census of Population, Ulster County 100% count, Census year 2010 & 2018 ACS 5 Year Estimate. Figure 4.1 represents each municipality’s percentage of the total absolute (both growth and decline) population change for all Ulster County municipalities, not simple decennial-year-to-decennial-year population change. II US Dept. of Transportation. FTA C 4703.1: Environmental Justice Policy Guidance for Federal Transit Administration Recipients. 8/2012. Last viewed online IV. THE TRANSPORTATION 2/15 at http://www.fta.dot.gov/documents/FTA_EJ_Circular_7.14-12_FINAL.pdf III The term “Limited English Proficiency” is defined by the US Census Bureau as any person age 5 and older who reported speaking English “less than very well.” Racial and ethnic minority populations are defined as: Asian American, Black or African American, Hispanic or Latino, Native Hawaiian and Other Pacific Islander, American Indian and Alaska Native. SYSTEM IV Minority and age data derived from Census 2010; all other data derived from 2013and 2018 US Census ACS 5 Year Estimates. V https://www.newyorkfed.org/regional-economy/profiles/kingston VI New York State Dept of Labor Labor Market Profile for the Kingston MSA, issued 4/21/20. VII New York State Dept of Labor. Significant Industries, Hudson Valley, 2019. https://labor.ny.gov/stats/PDFs/Significant-Industries-Hudson-Valley.pdf VIII NYSDOT. Local Area Unemployment Statistics (Not Seasonally Adjusted), March 2020 Labor Force Data – Hudson Valley. IX NYSDOL. Unemployment rates and labor force for Kingston MSA; all values are annual averages. X Significant Industries. NYSDOL 2019. https://labor.ny.gov/stats/PDFs/Significant_Industries_Report_0610.pdf XI Quarterly Workforce Indicators (QWI) Data. -
1979-02-13 BCC Meeting Minutes
i ;i February 13, 1979 Page 417 In ti Ir Meeting The Board of County Commissioners met in Commission Chambers in the Courthouse 11 11 Opened 1: on Tuesday, February 13, 1979. Commissioners Allen E. Arthur, Jr.; Lamar Thomas; I ! Dick Fischer; Lee Chira and Ed Mason were present. Also present were County 1 i Administrator James Harris, Assistant County Attorney Tom Wilkes and Deputy 1 j /I Clerk Mary Jo Hudson. There being a quorum, the Chai rman cal led the meeting to I/ order at 9:00 a.m. Following the Pledge of Allegiance to the Flag, the Board /I f 1 paused for a moment of silent invocation. i! it 1. Upon a motion by Commissioner Fischer, seconded by Commissioner Mason and carried, 1; I; 1 the Board approved the minutes of the meeting of January 23, 24, 25 and 1:- I i1 February 1, 1979, and waived the reading of same. I I I Warrants and Upon a motion duly made, seconded and carried, the following warrants were Vouchers approved by the Board having been certified by the Finance Director that same had not been drawn on overexpended accounts: List # Amoun t Handicapped Chi 1 d Program Head Start Program Victim Advocate Program Spouse Abuse Youth P rograms Rehabi 1 i tat ion Center Green House I I Green House Citizens Dispute Settlement Diversion Project CSA Energy Program Neighborhood Services C. D., Housing Repair CETA I CETA I I CETA I I I YETP CETA VI Child Support Enforcement Program Commun i ty Development , 4th year Commun i ty Deve 1 opmen t , 3 rd year CETA VI Pub1 ic Works Sewer Grant Solid Waste Regular Board Civic Center Fund 53 Self Insurance Fund 58 7th Gas Tax Fund 82 Attorney Upon a mot ion by Commissioner Chi ra, seconded by Commissioner Mason and carried, 1 Payment 1, the Board accepted the recommendations of staff and approved payment of $219.73 ! to Mateer, Harbert, Bechtel & Phal in for attorney costs for the month of 1 January, 1979. -
A Study and Analysis of Existing Road Junction
Special Issue - 2016 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 SNCIPCE - 2016 Conference Proceedings A Study and Analysis of Existing Road Junction Bavithran. R, Sasikumar. N Ms. G. Yamuna,.. Asst Professor Department of Civil Engg Department of Civil Engg V.R.S College of Engg & Tech, Araur, VPM Dst V.R.S College of Engg & Tech, Araur, VPM Dst Abstract - Road junction is the point at which more than are also three major groups of sedimentary rocks, layers of two roads are connecting at the point. The junction is particles that settled in different geological periods. analyzed by Volume Count Survey. The volume count survey Viluppuram's GPS location is 11° 56' N 79° 29' E. is one of the methods of finding out the Traffic volume. The Villupuram is the one of the most popular city in junction which is situated in Villupuram is taken as study tamilnadu. In this project, an existing road junction is area. In this junction, the volume count survey is taken for 15 days for determine the Passenger Car Unit and the Level Of studied and analyzed by using volume count survey.. Some Service for the junction is computed. To improve the information are to be carried before the project has started. junction, some suggestions are suggested. The greener time of the Traffic flow from Chennai, Trichy, thirukovillur, Pondicherry are 20 sec, 25 Keywords:- Volume count survey, Peak hour, Passenger sec, 15 sec, and 20 sec respectively. CCTV is provided car unit, Level of service from junction to junction near veeravaliamman temple. -
Otay SENTRI Directions.Pptx
Direcons to the Otay Mesa Border SENTRI Lanes (from the Boulevard 2000) 1. The beginning of the Blvd 2000 is located at Popotla just south of Baja Studios GPS: 32.285045, -117.031409. You can access it from the free road (km 33) or from the northbound toll road. 2. Turn onto the Blvd. 2000 and head east for 25 miles. 3. Aer about 25 miles, you’ll see a turn off to the right for “TIJUANA/SAN DIEGO.” Take this exit to the right. 4. Drive with precauon around the hairpin turn. This will take you onto Mex 2. Connue for 4 miles on Mex 2. 5. You’ll see a large overhead sign direcng traffic. Get in the right hand lane to follow the signs to “BLVD BELLAS ARTES/ZONA INDUSTRIAL.” 6. Make the right hand turn at the traffic light just aer the overhead sign. This will put you onto Calz Alfonso Vidal y Planas 7. Connue a few blocks unl you reach Blvd de las Bellas Artes. Make a le hand turn onto Bellas Artes. 8. Connue for a few blocks. Get into the right hand lane. 9. At the intersecon for Colina del Sol (just before the overpass), you’ll make a so right hand turn, turning into the SENTRI Lanes which are to the le of the street median and the right of the car wash. (where the white truck is going in the photo) 10. You will see the SENTRI lane sign right above you. Connue down this road to reach the border. -
The Mohawk Trail Region the Official Visitors Mohawk Guide 2018 - 2019 Trail Region Eugene Michalenko Tourist Information
The Mohawk Trail REGION The Official Visitors Mohawk Guide 2018 - 2019 Trail www.mohawktrail.com REGION Explore The Trail Region 4-6 Ride off the beaten path ....33 Historic and literary figures Savoy .............................33 travelled The Trail ............7 Rowe ..............................33 Traffic on The Trail Annual Events for millenniums ................7 along The Trail ..........34-35 Tourist Information ... 8-10 map of the Ice Cream along The Trail ...11 mohawk trail find a place to region ...............36-37 enjoy yourself Charlemont ...................38 in the mohawk Shelburne Falls .............43 trail region Colrain ...........................46 The Arts & Culture .........12 Shelburne ......................46 Places to Eat & Drink .12-13 Greenfield .....................48 Places to Stay ..................13 Cultural Districts ..............49 Places to Shop .................14 Deerfield .......................49 Services ...........................15 South Deerfield .............51 www.mohawk trail.com How to Get Here .............15 Turners Falls .................51 Distances from Bernardston ..................52 BIENVENIDO | BIENVENUE North Adams to ? ...........15 Northfield .....................54 Camping, State Parks & Gill .................................54 WILLKOMMEN | BENVENUTO Outdoor Recreation .......16 Athol .............................55 欢迎 Sights to See .................17 Phillipston ....................55 ようこそ | cities & towns Westminster .................55 in the trail Farmers’ Markets ...56-57 -
Traffic and Road Sign Recognition
Traffic and Road Sign Recognition Hasan Fleyeh This thesis is submitted in fulfilment of the requirements of Napier University for the degree of Doctor of Philosophy July 2008 Abstract This thesis presents a system to recognise and classify road and traffic signs for the purpose of developing an inventory of them which could assist the highway engineers’ tasks of updating and maintaining them. It uses images taken by a camera from a moving vehicle. The system is based on three major stages: colour segmentation, recognition, and classification. Four colour segmentation algorithms are developed and tested. They are a shadow and highlight invariant, a dynamic threshold, a modification of de la Escalera’s algorithm and a Fuzzy colour segmentation algorithm. All algorithms are tested using hundreds of images and the shadow-highlight invariant algorithm is eventually chosen as the best performer. This is because it is immune to shadows and highlights. It is also robust as it was tested in different lighting conditions, weather conditions, and times of the day. Approximately 97% successful segmentation rate was achieved using this algorithm. Recognition of traffic signs is carried out using a fuzzy shape recogniser. Based on four shape measures - the rectangularity, triangularity, ellipticity, and octagonality, fuzzy rules were developed to determine the shape of the sign. Among these shape measures octangonality has been introduced in this research. The final decision of the recogniser is based on the combination of both the colour and shape of the sign. The recogniser was tested in a variety of testing conditions giving an overall performance of approximately 88%. -
Road Traffic Signs and Regulations in the Netherlands Note This Is an Abridged Popular Version Published for Instructional Use
Road Traffic Signs and Regulations in the Netherlands Note This is an abridged popular version published for instructional use. Due to abridging and modification of the text, no legal status may be derived from this document. The author accepts no liability for the consequences of interpreting the rules. The complete 1990 Traffic Rules and Signs Regulations (RVV 1990) can be viewed at www.ween.nl Road Traffic Signs and Regulations in the Netherlands Summary of Contents Road Trac Act 1994 (WVW 1994) 1 Traffic Conduct 6 1.1 Rules of Conduct 6 Trac Regulations and Road Signs (RVV 1990) 2 Traffic Regulations 9 2.1 Road position 9 2.2 Overtaking 11 2.3 Queues 12 2.4 Approaching road junctions 12 2.5 Giving priority 13 2.5a Level crossings 13 2.6 Cuing across military columns and motorised funeral processions 13 2.7 Turning 14 2.8 Speed limits 15 2.9 Waiting 19 2.10 Parking 19 2.11 Parking bicycles and mopeds 22 2.12 Signals and identification marks 22 2.13 Using lights while driving 24 2.14 Using lights while stationary 27 2.15 Special lights 28 2.16 Motorways and main highways 30 2.17 Roads across recreational areas 31 2.18 Roundabouts 31 2.19 Pedestrians 32 2.20 Emergency vehicles 32 2.21 Stray livestock 32 2.22 Boarding and alighting passengers 33 2.23 Towing 33 2.24 Special manoeuvres 33 2.25 Unnecessary noise 34 2.26 Warning triangles 34 2.26a Seats 35 2.27 Seat belts and child safety systems 36 2.28 Safety helmets 40 2.30 Use of mobile telecommunications equipment 41 2.31 Conveyance of persons in or on trailers and in loading space 42 3 Road