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Adopted Text
THIS PAGE INTENTIONALLY LEFT BLANK Amendment No. 2017-28 Adopted November 17, 2020 AMENDMENT TO THE COMPREHENSIVE PLAN (2017 EDITION) The following changes to the Comprehensive Plan have adopted by the Board of Supervisors. To identify changes from the previously adopted Plan, new text is shown with underline and deleted text shown with strikethrough. MODIFY: Fairfax County Comprehensive Plan, 2017 Edition, Area III, Fairfax Center Area, as amended through 7-31-2018, Fairfax Center Area-Wide Recommendations, page 8, to delete strikethrough text: “The core area near the first Metrorail station is planned for a mix of uses at a variety of intensities, some of which are tied to the funding of the Metrorail extension, or in the interim, funding of a Bus Rapid Transit System. Any development or redevelopment occurring prior to the funding of the Metrorail extension should not preclude higher-intensity transit-oriented development that is envisioned in the future. …” MODIFY: Fairfax County Comprehensive Plan, 2017 Edition, Area III, Fairfax Center Area, Amended through 7-31-2018, Land Use Plan Recommendations – Suburban Center Core Area, Land Unit A, Land Use Recommendations, page 37: “Sub-unit A1 Baseline: Mixed use up to .15 FAR Overlay: Mixed use up to .65 FAR; 1.0 FAR Sub-unit A1 consists of approximately 133 acres, including a 109.5-acre portion that and contains the Fair Oaks regional mall Regional Mall at its center (“Mall Property” or “Mall”), as shown on Figure 11. and several Several office buildings, and hotels, and other commercial uses around its the perimeter of the Mall Property occupy the approximately 24-acre remainder of the sub-unit. -
MN MUTCD Chapter 2H
Chapter 2B. REGULATORY SIGNS TABLE OF CONTENTS Chapter 2B. REGULATORY SIGNS 2B.1 Application of Regulatory Signs ..........................................................................................2B-1 2B.2 Design of Regulatory Signs ..................................................................................................2B-1 2B.3 Size of Regulatory Signs ......................................................................................................2B-1 2B.4 Right-of-Way at Intersections ...............................................................................................2B-7 2B.5 STOP Sign (R1-1) and ALL WAY Plaque (R1-3P) ...............................................................2B-8 2B.6 STOP Sign Applications .......................................................................................................2B-9 2B.7 Multi-Way Stop Applications ...............................................................................................2B-9 2B.8 YIELD Sign (R1-2) ..............................................................................................................2B-10 2B.9 YIELD Sign Applications .....................................................................................................2B-10 2B.10 STOP Sign or YIELD Sign Placement .................................................................................2B-10 2B.11 Stop Here For Pedestrians Signs (R1-5 Series) ....................................................................2B-11 2B.12 In-Street and Overhead Pedestrian -
Draft Alternatives Development and Screening Report
APPENDIX C Draft Evaluation of Managed-lane Concepts Draft Evaluation of Managed-lane Concepts Little Cottonwood Canyon Environmental Impact Statement S.R. 210 - Wasatch Boulevard to Alta Lead agency: Utah Department of Transportation April 3, 2020 This page is intentionally left blank. Contents 1.0 Introduction ....................................................................................................................................................... 1 1.1 Study Area for Managed Lanes .............................................................................................................. 1 1.2 Traffic Operations ................................................................................................................................... 3 1.3 Roadway Context .................................................................................................................................... 3 2.0 Reversible-lane Concepts ................................................................................................................................. 4 2.1.1 Moveable Barrier ....................................................................................................................... 4 2.1.2 Reversible-lane Control Signals and Signs ............................................................................. 11 2.1.3 Other Reversible-lane Technologies ....................................................................................... 15 3.0 Peak-period Shoulder Lane Concept ............................................................................................................. -
Phase II Highway Corridor Strategy Descriptions Technical
ENTRAL ORK OUNTY ONNECTIONS TUDY CENTRAL YORK COUNTY CONNECTIONS STUDY PHASE II HIGHWAY CORRIDOR STRATEGY DESCRIPTIONS PHASE II TECHNICAL MEMORANDUM SEPTEMBER 2011 Prepared for: Maine Department Maine Turnpike Authority of Transportation Prepared by: In association with: Morris Communications • Kevin Hooper Associates T.Y. Lin • Planning Decisions • Facet Decision Systems Dr. Charles Colgan, University of Southern Maine • Evan Richert Normandeau Associates • Preservation Company This document is formatted for two-sided printing. Document II-4 ENTRAL ORK OUNTY ONNECTIONS TUDY CENTRAL YORK COUNTY CONNECTIONS STUDY 1 INTRODUCTION This document summarizes the potential highway corridor improvements – called strategies – that are being tested and evaluated for Phase II of the Central York County Connections Study (CYCCS). Phase II Highway Strategies are a starting point in the development and consideration of candidate improvements for the study; they are not recommendations, nor are they the only strategies that will be studied. Phase II strategies are conceptual in nature, and not yet detailed, specific proposals. Strategies considered later in the study during Phase III, as well as those ultimately recommended by the study, may differ considerably from the initial strategies currently under evaluation in Phase II. Specific aspects of these initially proposed strategies may be dropped, carried forward or combined in different ways, depending on the results of the analyses conducted during Phase II. The study is guided by a Purpose and Need Statement, which articulates that the study is to identify transportation and related land use strategies that enhance economic development opportunities and preserve and improve the regional transportation system. Additional information on the study, including the full Purpose and Need Statement, is available at the project website: www.connectingyorkcounty.org. -
A Guide for HOT Lane Development FHWA
U.S. Department of Transportation Federal Highway Administration A Guide for HOT LANE DEVELOPMENT A Guide for HOT LANE DEVELOPMENT BY WITH IN PARTNERSHIP WITH U.S. Department of Transportation Federal Highway Administration PRINCIPAL AUTHORS Benjamin G. Perez, AICP PB CONSULT Gian-Claudia Sciara, AICP PARSONS BRINCKERHOFF WITH CONTRIBUTIONS FROM T. Brent Baker Stephanie MacLachlin PB CONSULT PB CONSULT Kiran Bhatt Carol C. Martsolf KT ANALYTICS PARSONS BRINCKERHOFF James S. Bourgart Hameed Merchant PARSONS BRINCKERHOFF HOUSTON METRO James R. Brown John Muscatell PARSONS BRINCKERHOFF COLORADO DEPARTMENT OF TRANSPORTATION Ginger Daniels John O’Laughlin TEXAS TRANSPORTATION INSTITUTE PARSONS BRINCKERHOFF Heather Dugan Bruce Podwal COLORADO DEPARTMENT OF TRANSPORTATION PARSONS BRINCKERHOFF Charles Fuhs Robert Poole PARSONS BRINCKERHOFF REASON PUBLIC POLICY INSTITUTE Ira J. Hirschman David Pope PB CONSULT PARSONS BRINCKERHOFF David Kaplan Al Schaufler SAN DIEGO ASSOCIATION OF GOVERNMENTS PARSONS BRINCKERHOFF Hal Kassoff Peter Samuel PARSONS BRINCKERHOFF TOLL ROADS NEWSLETTER Kim Kawada William Stockton SAN DIEGO ASSOCIATION OF GOVERNMENTS TEXAS TRANSPORTATION INSTITUTE Tim Kelly Myron Swisher HOUSTON METRO COLORADO DEPARTMENT OF TRANSPORTATION Stephen Lockwood Sally Wegmann PB CONSULT TEXAS DEPARTMENT OF TRANSPORTATION Chapter 1 Hot Lane Concept And Rationale........................................................................2 1.1 HOT lanes Defined .................................................................................................2 -
Outline Business Case
West of England - Outline Business Case Project Title: A4174/Wraxall Road Roundabout Signal Scheme Project Owner: Richard Gillingham, South Gloucestershire Council Promoter and partners: South Gloucestershire Council Description of Intervention: Wraxall Road Roundabout is located on the A4174 Avon Ring Road in South Gloucestershire south- east of Kingswood and north-west of Cadbury Heath (see below). The northern and southern arms of the roundabout are the dual carriageway A4174. The side-road arms of Wraxall Road Roundabout are Wraxall Road to the west and Tower Lane to the east. A4174/Wraxall Road Roundabout To the north the A4174 continues through the A420 Roundabout that provides access to Kingswood and forms a major arterial route into Bristol. Further north the A4174 continues through the East Fringe to the M32 and the A38 beyond that to the west. The A4174 terminates some 3.6km to the south at Hicks Gate Roundabout at the intersection between the A4174 and the A4 with the latter providing a key strategic route into Brislington and Bristol, to the west, and towards Bath in the east. Wraxall Road Roundabout currently experiences congestion with delays mainly on the side-road arms during the weekday morning peak period of nearly 30 seconds according to journey time data, and delays of over a minute on most approaches during the weekday evening peak period. Delays on the A4174 southbound approach are nearly one and half minutes during this period. There are a number of development sites in the North and East Fringe that are either committed or in the planning process. -
Connecticut Avenue Reversible Lanes Draft Resolution April 20
Government of the District of Columbia ADVISORY NEIGHBORHOOD COMMISSION 3F Van Ness ▪ North Cleveland Park ▪ Wakefield ▪ Forest Hills 3F01 – David Cristeal, Chair 3F02 – Alexandria Appah, Vice-Chair 4401-A Connecticut Ave, N.W. 3F03 – Dipali Mehta Box 244, Washington, D.C. 20008 3F04 – Stan Wall, Treasurer [email protected] 3F05 – Claudette David www.anc3f.com 3F06 – Monika Nemeth 3F07 – Matt Buechner, Secretary ______________________________________________________________________________ RESOLUTION REGARDING Connecticut Avenue Reversible Lane Operations and Safety Study April 20, 2021 Whereas the ANC 3F Streets and Sidewalks Committee and ANC 3F adopted resolutions in March 2018 requesting a comprehensive study of the Connecticut Avenue corridor with the overall goals of enhancing pedestrian safety, walkability, and economic vitality of the affected neighborhoods, making improvements to traffic management on Connecticut Avenue and surrounding streets, and considering the creation of dedicated bicycle lanes; Whereas two other ANCs in the affected corridor, ANC 3C and ANC 3/4G, also adopted resolutions requesting a comprehensive study of these issues in 2018; Whereas the DDOT-led Connecticut Avenue Reversible Lane Operations and Safety Study (“Safety Study”) is ongoing, with the key project goals of reducing vehicle crashes, improving safety for all modes of transit, considering a Protected Bicycle Lane, and assessing the feasibility of removing the Reversible Lane Operation; Whereas the “guiding principles” of the Safety Study -
Validity of Reversible Flow Lanes Between Kandy Road Flyover and New Kelani Bridge Roundabout Along A01 to Accommodate Peak Traffic Flows
ENENGINEEGINEER - Vol. XXXXIV,XXXXIV, No.No. 0404,, pp.pp, [[11-16],10-15], 20112011 © TThehe IInstitutionnstitution of EEngineers,ngineers, SSriri Lanka Validity of Reversible Flow Lanes between Kandy Road Flyover and New Kelani Bridge Roundabout along A01 to Accommodate Peak Traffic Flows K. S. Weerasekera Abstract: This paper examines ways of enhancing road capacity by improving lane efficiency along Colombo-Kandy Road (A01) at Colombo city entrance by introducing reversible traffic flow lanes between Kandy road flyover at Pattiya junction and New Kelani Bridge roundabout, to cater for peak traffic flows. A traffic study was conducted between Pattiya junction and New Kelani Bridge roundabout to find out the benefits and any losses, if reversible traffic flow lanes are introduced along this stretch of road during peak traffic flows in mornings and evenings. Two options of lane assignment were considered for the heavy flow direction during peak hours. Option ( i ) by adding one extra mixed traffic lane towards the heavy flow direction while reducing a lane from the opposite direction, and option ( ii ) adding an additional lane exclusively for buses towards the heavy flow direction while reducing a lane in the opposite direction. These two options were considered for both morning and evening peak traffic flows. By using Davidson’s model the benefits or any losses in travel time was computed for the two options separately for both directional peak traffic flows. The study proved that by the introduction of reversible flow lanes along the considered section, during morning and evening peak traffic flows, the benefits obtained by far outweigh the losses due to minor reduction in road capacity in the opposite directional traffic flows. -
A6120 Outer Ring Road Improvements Roundhay Park Lane
A6120 Outer Ring Road Improvements Roundhay Park Lane Sub-carriageway ducts to be installed off-peak under single lane closures. Wherever possible, where multiple ducts e.g.. Street lighting and UTMC cross adjacent these will be installed under the same closure , in a combined trench where possible or by separate resources when there is sufficient safe ty zone between them. Main drainage crossings also installed – Not shown for clarity Drawing Title Notes UTMC duct crossing Drawing Number E17015/SK/PH-1B/1 Rev 0 Outline Phasing Plan Enabling Works – Off peak Street lighting duct crossing Issue Date 01/10/2018 NPG Diversion duct crossing Drawn By Rob Evans A6120 Outer Ring Road Improvements Roundhay Park Lane Pedestrian route to be maintained Pedestrian route to be maintained by constructing verge half and half. by constructing verge half and half. Pedestrian route diverted into Pedestrian route diverted into carriageway within TM off-peak carriageway within TM off-peak when works dictate access is when works dictate access is required to full width of verge. required to full width of verge. Pedestrian routes to be maintained on existing footway which is to be re-surfaced only. Pedestrian route to be moved on to carriageway within TM off-peak to facilitate surfacing operations. Drawing Title Key Under Construction TM Limit Drawing Number E17015/SK/PH-1B/2 Rev 0 Outline Phasing Plan Stage 1 – – Peak Time Arrangement Completed Traffic Movement Issue Date 01/10/2018 Temporary Surfacing Pedestrian Route Drawn By Rob Evans A6120 Outer Ring Road Improvements Roundhay Park Lane Pedestrian route to be maintained Pedestrian route to be maintained by constructing verge half and half. -
THE ROAD ZIPPER SYSTEM® Moving People
THE ROAD ZIPPER SYSTEM® Moving People. Safer. Faster. Smarter . Better BEN FRANKLIN BRIDGE: PHILADELPHIA, PA BEFORE: The Ben Franklin Bridge between AFTER: Now, The Road Zipper System balances Philadelphia, Pennsylvania and Camden, New Jersey, traffic flow and creates positive protection which has needed more lanes during peak periods. There was no eliminated crossover fatalities. protection from oncoming traffic, resulting in fatalities from head-on collisions. INSTALLATIONS ACROSS THE WORLD, WHY INCLUDING Sydney, Australia LINDSAY? Philadelphia, PA Washington, DC ™ Lindsay Transportation Solutions is dedicated New York, NY to quality construction, modern manufacturing techniques, a commitment to continuous Auckland, New Zealand THE LINDSAY TRANSPORTATION improvement, and an understanding of Boston, MA ADVANTAGE customer needs. Safe San Juan, Puerto Rico Rugged Cost-effective Our flagship products are the Reactive Tension San Diego, CA Trusted Barrier and The Road Zipper Machine – together Reliable Dallas, TX known as The Road Zipper System®. Honolulu, HI Road authorities and contractors around the world have been taking advantage of this low-cost, reusable solution to maximize budgets, reduce congestion, improve safety and increase traffic throughput since 1984. Moving People. Safer. Faster. Smarter . Better CONGESTION TRENDS: 1982-2011 500% 443.3% 400% 392.8% 396.7% 300% 200% 100% 6.6% 34.6% 0% POPULATION TOTAL DELAY FUEL WASTED TOTAL COST LANE MILES (BILLIONS OF HOURS) (BILLIONS OF GALLONS) (BILLIONS OF DOLLARS) OF ROAD DOUBLE DIGIT GROWTH MINIMAL INCREASE In the United States alone, there has been double-digit growth in every transportation metric, while the lane miles of new roads have only marginally increased. Lindsay’s Road Zipper System is one of the most cost-effective and safe options for overcoming these challenges, now and in the future. -
Autonomic Functions Implemented in Existing ITS
EU EIP SA42 Task 4 Autonomic functions implemented in existing ITS Version: 3.2 Date: 22 December 2016 http://www.its-platform.eu Document Information Authors Name Organisation Mihai Niculescu ITS Romania Florin Nemtanu ITS Romania Jacqueline Barr IBI Group Risto Kulmala Finnish Traffic Agency Jessica Rausch Hessen Mobil Ana Blanco DGT Gema Garcia ICEACSA Merja Penttinen VTT Technical Research Centre of Finland Peter McGillion Transport Scotland Distribution Date Version Dissemination 29 June 2016 0.2 Internal 21 September 2016 1.3 Internal 17 November 2016 2.0 Internal 09 December 2016 3.0 Internal 19 December 2016 3.1 Internal 22 December 2016 3.2 Public EU EIP SA42, Deliverable 1 EU EIP EU EIP A42/2016/N°1 2/93 Preface This document is elaborated in the framework of Sub-activity 4.2 – Facilitating Automated Driving of the EU EIP project and represents the first deliverable of Task 4 – Automatic road side ITS systems/Automation of road operator ITS. The Sub-activity 4.2 is divided in several tasks: 0. Task management. 1. Identification of requirements. 2. Impacts and economic feasibility. 3. Road map and action plan. 4. Automation of road operator ITS. 5. Monitoring, liaison, dissemination. Task 4 will identify the requirements of automating the road operators´ ITS systems to facilitate automated vehicle – infrastructure integration. This includes the road side ITS systems with properties like: self-maintenance, self-optimisation, self-management, self- healing fully or partly based on specific needs. Secondly, the task will identify good and avoidable practices in implementing automatic functions on road side and traffic centre systems. -
Roadway &Traffic Operations Strategy
ESTABLISHING MULTI-MODAL STRATEGIES | CHAPTER 4 ROADWAY & TRAFFIC OPERATIONS STRATEGY To serve planned growth, the future transportation system needs multi-modal improvements and strategies to manage the forecasted travel demand. This chapter presents a detailed strategy to improve Moscow’s roadway network and traffic operations over the next 20 years, including network connectivity options, regional circulation enhancements, intersection modifications, and multi-modal street design guidelines. MULTI-MODAL TRANSPORTATION PLAN This page intentionally left blank. Moscow on the Move 4 ROADWAY & TRAFFIC OPERATIONS STRATEGY Supporting the guiding principles of Moscow on the Move, the Roadway & This Transportation Traffic Operations Strategy strives to provide a truly multi-modal Commission “check mark” icon signifies transportation system and improve safety, access, and mobility for all street which actions have unanimous users by identifying strategies, policies, and projects that help achieve support from the Commission. Moscow’s vision for mobility and access. This strategy of Moscow on the Move The icon is a way to illustrate the level of support for identifies opportunities to retrofit existing streets in Moscow and develops the implementation. street grid to improve citywide connectivity for motor vehicles, pedestrians, bicyclists, and transit users. This strategy specifically provides an overview of the existing traffic conditions and how conditions might change by 2035, a street network plan, various design tools that could be applied throughout the city, and descriptions of recommended street projects. FUTURE DEFICIENCIES AND NEEDS Existing and future roadway and traffic operation conditions were assessed to determine the needs and deficiencies of the system. The key areas projected to require improvement or to present future challenges are summarized below.