BMP Chapter 3: Bicycle Network Recommendations
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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. -
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. -
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 -
Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane
MATEC Web of Conferences 81, 04009 (2016) DOI: 10.1051/matecconf/20168104009 ICTTE 2016 Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane Yunwei Meng1,2 , Hailing Li2, Hejun Chai2 and ZonglingYan 2 1The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 201804,Shanghai, China 2China Merchants Chongqing Communications Technology Research & Design Institute Co., LTD, 400067,Chongqing, China Abstract. During the construction of mountainous double lane highway, climbing lane plays a certain role for enhancing the traffic capacity. In order to explore traffic capacity improvement effect for different conditions of climbing lane, 20 representative models are chosen, which contain various combinations of alignment and traffic parameters. The changes of traffic capacity, average speed, delays, and saturation in models are obtained before and after the use of a climbing lane by means of numerical simulation. The results show that the use of a climbing lane could improve traffic capacity, average speed, while reducing delays and saturation. The improvement effect is different according to different combinations of alignment and traffic parameters. The research could provide a reference for mountainous climbing lane construction intend. 1 Introduction found that it is possible to generate traffic bottlenecks in the lane separation and convergence position. It can Because of the limitation of geology, topography and effectively ease traffic congestion by extending the length engineering investment, two-way two lane highway is of the transition section [4]. Setting up a reasonable common form in mountainous area of China. Two lane climbing lane, it can slow down the occurrence of traffic highways in mountain area is the main artery, assuming congestion [5]. -
US 64 from West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No
US 64 From West of NC 281 at Lake Toxaway to Indian Creek Transylvania County WBS No. 34428.2.2 T.I.P. No. R-2409C EXECUTIVE SUMMARY 1. FEDERAL HIGHWAY ADMINISTRATION This is a Federal Highway Administration (FHWA) Administrative Action Categorical Exclusion. 2. CONTACTS The following individuals may be contacted for additional information concerning this Proposal: Mr. John F. Sullivan, III, P.E. Mr. Edward A. Green, P.E., Division Engineer Division Administrator Highway Division 14 Office Federal Highway Administration North Carolina Department of Transportation 310 New Bern Avenue, Suite 410 253 Webster Road Raleigh, North Carolina 27601 Sylva, NC 28779 Telephone: (919) 856-4346 Telephone: (828) 586-2141 3. OTHER GOVERNMENTAL ACTIONS REQUIRED The proposed action will require permits pursuant to Sections 401 and 404 of the Clean Water Act of 1977, as amended. A 401 Water Quality Certification from the Water Quality Section of the North Carolina Department of Environment and Natural Resources (NCDENR), Division of Water Quality will be needed for fill activity in adjacent wetlands and surface waters. A Section 404 permit issued by the US Army Corps of Engineers will be required to discharge and place fill materials into wetlands. 4. PROPOSED ACTION The North Carolina Department of Transportation (NCDOT) and FHWA propose transportation improvements to US 64 from 0.3 mile west of NC 281 at Lake Toxaway to Indian Creek, Transylvania County. The proposed project is included in the NCDOT 2012-2020 State Transportation Improvement Program (STIP) as project number R-2409C. The project consists of upgrading this 1.5-mile, two-lane roadway to improve geometric design conditions and add a climbing lane. -
DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS
Rural Road Link Design DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure Ireland (TII) is responsible for managing and improving the country’s national road and light rail networks. About TII Publications TII maintains an online suite of technical publications, which is managed through the TII Publications website. The contents of TII Publications is clearly split into ‘Standards’ and ‘Technical’ documentation. All documentation for implementation on TII schemes is collectively referred to as TII Publications (Standards), and all other documentation within the system is collectively referred to as TII Publications (Technical). Document Attributes Each document within TII Publications has a range of attributes associated with it, which allows for efficient access and retrieval of the document from the website. These attributes are also contained on the inside cover of each current document, for reference. TII Publication Title Rural Road Link Design TII Publication Number DN-GEO-03031 Activity Design (DN) Document Set Standards Stream Geometry (GEO) Publication Date June 2017 Document 03031 Historical NRA TD 9 Number Reference TII Publications Website This document is part of the TII publications system all of which is available free of charge at http://www.tiipublications.ie. For more information on the TII Publications system or to access further TII Publications documentation, please refer to the TII Publications website. TII Authorisation and Contact Details This document -
The Undisputed Market Leader in Design-Build
THE UNDISPUTED MARKET LEADER IN DESIGN-BUILD PROJECTS PROJECT LOCATION OWNER DESIGN-BUILD TEAM or CONTRACTOR Glenn Highway Improvements Anchorage, AK Alaska DOT Kiewit Infrastructure West Co. SR202L South Mountain Freeway Project Phoenix, AZ Arizona DOT Connect 202 Partners, LLC Loop 202 Widening Phoenix, AZ Arizona DOT Kiewit + Sundt + URS I-10 INA Road GMP 2 Tucson, AZ Arizona DOT Sundt/Kiewit JV Metro Orange Line Extension Chatsworth, CA LACMA Brutoco Engineering + Mc Lean & Schultz + Wildan Engineering I-15 & I-235 Devore Interchange Devore, CA CALTRANS Atkinson Contractors, LP BART Warm Springs Extension Fremont, CA CALTRANS Warm Spring Constructors CA High Speed Rail-1 DB Fresno, CA California High Speed Rail Authority Tutor Perini/Zachry/Parsons, A Joint Venture SR-99 Realignment-CMGC Fresno, CA CALTRANS MSE Retaining Systems, Inc. Fresno Braided Ramps Fresno, CA CALTRANS R & L Brosamer, Inc. SR-58 Kramer Junction CMGC Hinkley, CA CALTRANS Kiewit Infrastructure West Co. Inglewood Stadium Inglewood, CA TURNER HUNT LA NFL JOINT VENTURE Kiewit Infrastructure West Co. I-405 Sepulveda Pass Design Build Los Angelos, CA CALTRANS Kiewit Infrastructure West Company SDRBDT Mid-Coast Corridor Transit Project San Diego, CA SAN DIEGO Assoc. of Govts. (SANDAG) Mid-Coast Transit Constructors Smugglers Gulch Wash Tunnel San Diego, CA USACE Kiewit + Simon Wong Engineering + HNTB COSMIX Colorado Springs, CO CDOT SEMA Construction + CH2M Hill T-REX Denver, CO CDOT + RTD Kiewit + Parsons Transportation Group RTD West Corridor (Fastracks)* Golden, CO RTD Herzog + Stacey Witbeck JV + David Evans & Assoc. I-25 Trinidad Phase B Trinidad, CO CDOT Slaton Brothers, Inc. Rehab of Frederick Douglas Bridge Washington, DC DC Dept. -
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. -
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. -
Chapter Iii Roads and Streets Chapter Contents
CHAPTER III ROADS AND STREETS TOC-III-3 of 3 CHAPTER III ROADS AND STREETS CHAPTER CONTENTS Page No.I...........................................................................................................GENERAL 1 A. Introduction............................................................................................................1 B. Definitions .............................................................................................................1 C. Authorization, Permits ...........................................................................................3 D. Abbreviations.........................................................................................................4 II. DESIGN CRITERIA .......................................................................................................4 A. Pre-Design Meeting ...............................................................................................4 B. Preliminary Considerations....................................................................................4 1. Factors to be Considered in Trafficway Design ........................................4 2. Survey Requirements.................................................................................5 3. Right-of-Way Requirements......................................................................6 4. General Development Plan ........................................................................7 5. Preliminary Studies....................................................................................7 -
Control of Highway Access Frank M
Nebraska Law Review Volume 38 | Issue 2 Article 4 1959 Control of Highway Access Frank M. Covey Jr. Northwestern University Law School Follow this and additional works at: https://digitalcommons.unl.edu/nlr Recommended Citation Frank M. Covey Jr., Control of Highway Access, 38 Neb. L. Rev. 407 (1959) Available at: https://digitalcommons.unl.edu/nlr/vol38/iss2/4 This Article is brought to you for free and open access by the Law, College of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Nebraska Law Review by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. CONTROL OF HIGHWAY ACCESS Frank M. Covey, Jr.* State control of both public and private access is fast becom- ing a maxim of modern highway programming. Such control is not only an important feature of the Interstate Highway Program, but of other state highway construction programs as well. Under such programs, authorized by statute, it is no longer possible for the adjacent landowner to maintain highway access from any part of his property; no longer does every cross-road join the highway. This concept of control and limitation of access involves many legal problems of importance to the attorney. In the following article, the author does much to explain the origin and nature of access control, laying important stress upon the legal methods and problems involved. The Editors. I. INTRODUCTION-THE NEED FOR ACCESS CONTROL On September 13, 1899, in New York City, the country's first motor vehicle fatality was recorded. On December 22, 1951, fifty- two years and three months later, the millionth motor vehicle traffic death occurred.' In 1955 alone, 38,300 persons were killed (318 in Nebraska); 1,350,000 were injured; and the economic loss ran to over $4,500,000,000.2 If the present death rate of 6.4 deaths per 100,000,000 miles of traffic continues, the two millionth traffic victim will die before 1976, twenty years after the one millionth.