Roundabouts in Harford County, Maryland, a Local Perspective
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Appendix O (PDF)
APPENDIX P FIRE RESPONSE HAZMAT BOX INCIDENT CODE INCIDENT DATE LOCATION NUMBER FIRE COMPANY DESCRIPTION WATERSHED 001787 M 09‐001 01/05/2009 GEORGE STREET AND ARCHER STREET 0304 03 BODY FLUID CLEAN UP WINTERS RUN 003176 I 09‐002 01/08/2009 MEADOW ROAD ‐ 211 0354 03 INVESTIGATION OF CHEMICAL SMELL IN AREA WINTERS RUN 001749 C 09‐003 01/05/2009 CONSTANT FRIENDSHIP BOULEVARD ‐ 413 0403 04 MIXTURE OF CHEMICALS IN DUMPSTER, VAPOR CLOUD EVIDENT WINTERS RUN 001949 I 09‐004 01/05/2009 LAURENTUM PARKWAY ‐ 1 0409 04 INVESTIGATION OF BOILER DESCALER SPILL ON 12/31/08 BYNUM RUN 005883 I 09‐005 01/12/2009 BROADWAY ‐ 202 0341 03 SMALL FUEL OIL SPILL AT LOCATION BYNUM RUN 009088 I 09‐006 01/17/2009 HOPPERS LANE ‐ 625 0501 05 NOTIFICATION OF HOUSEHOLD CHEMICALS MIXED WITH INJURY LOWER SUSQUEHANNA D09‐007 01/17/2009 CITY OF HAVRE DE GRACE 0500 05 STANDBY FOR PRESIDENTIAL SECURITY EVENT LOWER SUSQUEHANNA 008979 C 09‐008 01/17/2009 HARDEES DRIVE ‐ 1100 0215 02 FUEL SPILL FROM TRACTOR TRAILER SWAN CREEK 009857 M 09‐009 0101/19/2009/19/2009 CANDLEWOOD DRIVE0806 08 BODY FLUID CLEAN UP WINTERS RUN 009550 I 09‐010 01/18/2009 BEL AIR PIKE ‐ 615 0304 03 INVESTIGATION OF CONTAINER OF MERCURY FOUND IN LOCKER WINTERS RUN 013648 I 09‐011 01/27/2009 BEL AIR ROAD ‐ 1510 0343 03 INVESTIGATION OF HIGH CO LEVELS IN BUILDING WINTERS RUN 012609 I 09‐012 01/24/2009 ROBIN CIRCLE ‐ 1608 0312 03 PAINT SPILL ON ROADWAY BYNUM RUN 014664 C 09‐013 01/28/2009 I‐95 SB MM 87.5 0195 01 FUEL SPILL AND PUMP OFF OF TRACTOR TRAILER SWAN CREEK 015665 C 09‐014 01/30/2009 I‐95 NB MM 90.5 -
Maricopa County Department of Transportation MAJOR STREETS and ROUTES PLAN Policy Document and Street Classification Atlas
Maricopa County Department of Transportation MAJOR STREETS AND ROUTES PLAN Policy Document and Street Classification Atlas Adopted April 18, 2001 Revised September 2004 Revised June 2011 Preface to 2011 Revision This version of the Major Streets and Routes Plan (MSRP) revises the original plan and the 2004 revisions. Looking ahead to pending updates to the classification systems of towns and cities in Maricopa County, the original MSRP stipulated a periodic review and modification of the street functional classification portion of the plan. This revision incorporates the following changes: (1) as anticipated, many of the communities in the County have updated either their general or transportation plans in the time since the adoption of the first MSRP; (2) a new roadway classification, the Arizona Parkway, has been added to the Maricopa County street classification system and the expressway classification has been removed; and (3) a series of regional framework studies have been conducted by the Maricopa Association of Governments to establish comprehensive roadway networks in parts of the West Valley. Table of Contents 1. Introduction........................................................................................................................1 2. Functional Classification Categorization.............................................................................1 3. Geometric Design Standards..............................................................................................4 4. Street Classification Atlas..................................................................................................5 -
Chapter 7: Transportation Mode Choice, Safety & Connections
Chapter 7: Transportation Mode Choice, Safety & Connections Comprehensive Plan 2040 7-2 TRANSPORTATION City of Lake Elmo Comprehensive Plan 2040 INTRODUCTION The purpose of the Transportation Chapter is to guide development, maintenance, and improvement of the community’s transportation network. This Chapter incorporates and addresses the City’s future transportation needs based on the planned future land uses, development areas, housing, parks and trail systems. The City’s transportation network is comprised of several systems including roadways, transit services, trails, railroads and aviation that all work together to move people and goods throughout, and within, the City. This Chapter identifies the existing and proposed transportation system, examines potential deficiencies, and sets investment priorities. The following Chapter plans for an integrated transportation system that addresses each of the following topics in separate sections: • Roadway System 7-1 • Transit Facilities • Bikway & Trail System • Freight & Rail • Aviation The last section of this Chapter provides a summary and implementation section which addresses each of the components of the system, if any additional action within this planning period is expected. The Implementation Plan sets the groundwork for investment and improvements to the transportation network consistent with the goals, analyses, and conclusions of this Plan. As discussed in preceding Chapters of this Comprehensive Plan, the Transportation Chapter is intended to be dynamic and responsive to the City’s planned land uses and development patterns. As the City’s conditions change and improvements occur, this Chapter should be reviewed for consistency with the Plan to ensure that the transportation systems support the City’s ultimate vision for the community through this planning period. -
Civil Consultants Memorandum
CIVIL CONSULTANTS MEMORANDUM TO: Town of York Planning Office FROM: Thomas W. Harmon, PE SUBJECT: Waiver Requests – Town of York Ordinance Section 6.3.3A.4, 7.3.1 D9.5.8.A, & 17.18.16 DATE: MAY 6, 2020 PROJECT: GULF HILL SUBDIVISION 1780 US ROUTE 1 (16-295.00) Town of York Site Plan and Subdivision Regulations: SECTION 6.3. Physical environment of property; 3.A 4. vegetation in general, specifically noting any trees larger than 24” in diameter in breast height; As part of the subdivision plan review process, we are requesting a waiver to locate any trees greater than 24” at breast height that are located within any proposed open space. This would be a large undertaking on a parcel of this size and the intent of the cluster subdivision is to leave a large portion of the property in its natural state. This will be turned over to the land trust to manage which should insure vegetative cover is properly managed. An extremely large portion of the property will be left untouched maintaining any large growth in those areas. SECTION 7.1.3 D New slopes established by re-grading a site shall not exceed 20%, except for the allowed 33% shoulder slope along proposed roads. To minimize disturbance, roadway ledge cuts occurring outside the required roadway right of way may have slopes up to a vertical face.a vertical face SECTION 9.5.8 Developments containing fifteen (15) residential units or more, or which generates average daily traffic of 150 trips per day or more, shall have at least two street connections either with existing public streets, or with streets on an approved Subdivision Plan for which a performance guarantee has been filed and accepted. -
Resolution No
RESOLUTION NO. 1154-20 A RESOLUTION ACCEPTING THE 2019 HARFORD COUNTY ANNUAL GROWTH REPORT WHEREAS, Chapter 759 of the Laws of Maryland: the Smart Growth and Neighborhood Conservation Smart Growth Areas Act of 1997 require municipalities to adopt County standards related to adequate public facilities; and WHEREAS, Chapter 165 of the Bel Air Town Code, the Development Regulation, Article II, Section 165-21 Annual Growth Report outlines the procedures for complying with the County Adequate Public Facilities requirements for schools; and WHEREAS, Chapter 165 of the Bel Air Town Code, requires submittal of the Harford County Growth Report to the Bel Air Board of Town Commissioners for acceptance at a public meeting; and WHEREAS, in June, 2020, the Harford County Department of Planning and Zoning submitted the Annual Growth Report attached hereto, indicating that the utilization rates of some public schools serving the Town of Bel Air exceed 110% of rated capacity; and WHEREAS, Homestead-Wakefield Elementary School (currently 112%), Red Pump Elementary School (113% in 2021), Bel Air Elementary School (113% in 2020) and Bel Air Middle School (currently 115%) are projected to be over capacity within the next three years. However, because all of these attendance areas abut schools that are identified as under capacity, no restrictions are mandated by code. All other school service areas will not be affected by adequacy standards established by the Town. NOW, THEREFORE, BE IT RESOLVED by the Bel Air Board of Town Commissioners that the 2019 Harford County Annual Growth Report attached hereto, shall be officially accepted and shall provide the basis for review and approval of residential development per Section 165-21 of the Town of Bel Air Development Regulations. -
Roadway Design Manual
Roadway Design Manual Adopted: November 3, 1993 Updated: August 2021 Maricopa County Department of Transportation 2901 W. Durango Street Phoenix, AZ 85009 MCDOT Roadway Design Manual Table of Contents Authorization Memorandum Summary of 2021 Roadway Design Manual Changes Chapter 1 Introduction Chapter 2 Transportation Planning Chapter 3 Environmental Analysis, Clearance and Mitigation Chapter 4 Design Procedure Chapter 5 Geometric Design Standards Chapter 6 Intersections Chapter 7 Access To Maricopa County Road System Chapter 8 Bicycle Facility Guidelines Chapter 9 Landscaping Chapter 10 Pavement Design Guide Summary of 2021 Roadway Design Manual Changes Chapter 1 Introduction 1.1.1 Purpose: 4th paragraph: Functional classifications shall determine RW requirements. 6th paragraph, 2nd bullet: Additional design exhibits may be required… 7th paragraph: added “... as described in the Project Development Manual (PDM), Section 2-2-4 Design Exceptions.” 8th paragraph: increased design exception decision from 3 weeks to 4 weeks. 9th paragraph: changed chairman to Engineering Division Manager 10th paragraph (NEW): Encouraging discussions with County staff prior to submitting a Design Exception. Minor updates and rewording. 1.2 Applicability Paragraph 3 - minor text change. Chapter 2 Transportation Planning 2.1 Functional Classifications 2nd paragraph: Added “and ultimate” and “Roadway” Planning “Level Traffic”. Roadway Planning Level Traffic Volumes as shown in Table 2.1. 2.1.1 Rural System: 2.1.1.1 Rural Parkway: added Divided roadway, wide median and Uncurbed. 2.1.1.3 Rural Minor Arterial: added Uncurbed. 2.1.1.4 Rural Major Collector: added, Undivided lanes and Uncurbed. 2.1.1.5 Rural Minor Collector: added Uncurbed. 2.1.1.6 Rural Local Road System (Residential): added Uncurbed. -
US 34 Business Access Control Plan
BUSINESS Access Control Plan 34 State Highway 257 to 35th Avenue 52nd Ave. Ct. 45th Ave. 34 BUSINESS Promontory Pkwy. 54th Ave. 34 101st Ave. 95th Ave. Ave. 83rd 77th Ave. 71st Ave. 35th Ave. BUSINESS 59th Ave. 47th Ave. Promontory Cir. 34 Prepared by: In cooperation with: COLORADO DOT DEPARTMENT OF TRANSPORTATION November 2012 US 34 Business Route Access Control Plan (West 10th Street) State Highway 257 to 35th Avenue Greeley Prepared by: North Front Range Metropolitan Planning Organization In cooperation with: Colorado Department of Transportation, Region 4 City of Greeley Weld County November 2012 Felsburg Holt & Ullevig Reference No. 10-045-06 Greeley: Access Control Plan TABLE OF CONTENTS LIST OF FIGURES Page Page 1.0 INTRODUCTION ----------------------------------------------------------------------------------------------------------- 1 Figure 2.1 Mobility vs. Access ----------------------------------------------------------------------------------------------- 7 1.1 Project Background and Goal --------------------------------------------------------------------------------- 1 Figure 2.2 State Highway Access Category Assignments in Greeley and the Surrounding Area ---------- 9 1.2 Access Control Benefits ---------------------------------------------------------------------------------------- 1 Figure 2.3 City of Greeley Official 2012 Zoning Map ----------------------------------------------------------------- 10 1.3 Coordination with Local and Regional Transportation Planning Efforts ---------------------------- 2 Figure 2.4 Existing -
Design and Construction Standards Pavement Markings
Design and Construction Standards Volume 8 Pavement Marking Posted to the City of Edmonton’s Website in April 2012 PAVEMENT MARKING Design and Construction Standards Index April 2012 DESIGN AND CONSTRUCTION STANDARDS VOLUME 8 PAVEMENT MARKING PAVEMENT MARKING GUIDELINES For a detailed list of contents refer to the front of the Guidelines SPECIFICATIONS Section Title Issued 02760 Plastic Pavement Markings April 2012 02761 Glass Beads April 2012 02762 Traffic Paint April 2012 02763 Water Borne Traffic Paint April 2012 02764 Crosswalk and Stopline Painting January 1996 02765 Lane Markings - Hot Applied Paint February 1997 02767 Prefabricated Roadmarking Material April 2012 02768 MMA Spray Plastic February 2000 TABLE OF CONTENTS PAGE INTRODUCTION 1 1.0 LONGITUDINAL MARKINGS 2 1.1 DIRECTIONAL DIVIDING LINES 2 1.2 LANE LINES 3 1.3 PAVEMENT EDGE LINES 4 1.4 RESERVED LANE PAVEMENT MARKINGS 4 1.5 GUIDE LINES 5 1.6 REVERSIBLE LANE PAVEMENT MARKINGS 6 1.7 TWO - WAY LEFT TURN LANES 6 FIGURE 1.1 LINE TYPES 7 FIGURE 1.2 LANE AND LEAD - IN LINES 8 FIGURE 1.3 PAVEMENT EDGE LINES AT YIELDS AND 9 MERGE ENTRANCES FIGURE 1.4 PAVEMENT EDGE LINES AT EXITS 10 FIGURE 1.5 PAVEMENT EDGE LINES AT ON - OFF 11 AUXILIARY LANES TABLE 1 RESERVED LANE PAVEMENT MARKINGS 12 FIGURE 1.6.0 ROAD MARKINGS FOR FULL TIME WITH - FLOW 13 AND CONTRA - FLOW RESERVED LANES FIGURE 1.6.1 ROAD MARKINGS FOR FULL TIME WITH - FLOW 14 RESERVED LANE FIGURE 1.6.2 ROAD MARKINGS FOR FULL TIME CONTRA-FLOW 15 RESERVED LANE FIGURE 1.6.3 ROAD MARKINGS FOR PART TIME WITH - FLOW 16 RESERVED LANE FIGURE -
Construction Update
Construction Update West Rutland Paving/Intersection Project [Business Route 4 and VT 4A] DATE: Thursday, 6/4/20 PROJECT TYPE: Roadway LOCATION: This project begins at the US-4 and BUS-4 intersection in West Rutland and heads east along BUS-4 to the Class 1 Town Highway limit in front of the Rutland Town Clerk's Office (MM 0.997). The total project length is 3.094 miles. The intersection project is located in the town of West Rutland at the intersection of Business Route 4 and Vermont Route 4A (near the Price Chopper Plaza). SCOPE OF WORK: Construction activities include coarse milling (grinding) of the roadway, paving with a leveling and wearing (final) course, intersection reconfiguration (removal of the jughandle), traffic signal improvements, reconstruction of an at-grade railroad crossing, guardrail, pavement markings, signs, drainage rehabilitation and other highway related items. As part of Governor Scott’s “Work Smart, Stay Safe” order, all construction crews are currently subject to safety restrictions and precautions. ANTICIPATED CONSTRUCTION ACTIVITIES, WEEK of 6/8: Work at the signalized intersection of Route 4 and Route 4A will continue next week. A trench crossing at the intersection with associated signal work is tentatively scheduled for next week. If this work occurs, it will take approximately three days to complete, and motorists can expect lane closures and delays at the intersection. Work at the railroad crossing is almost complete. On Monday and Tuesday next week crews will be milling and paving the approaches at the railroad crossing. Traffic diversions will be in place. Minor track work will occur next week as well. -
Guide Signs—Conventional Roads
2011 Edition - Revision 2 Page 143 CHAPTER 2D. GUIDE SIGNS—CONVENTIONAL ROADS Section 2D.01 Scope of Conventional Road Guide Sign Standards Standard: 01 The provisions of this Chapter shall apply to any road or street other than low-volume roads (as defined in Section 5A.01), expressways, and freeways. Section 2D.02 Application Support: 01 Guide signs are essential to direct road users along streets and highways, to inform them of intersecting routes, to direct them to cities, towns, villages, or other important destinations, to identify nearby rivers and streams, parks, forests, and historical sites, and generally to give such information as will help them along their way in the most simple, direct manner possible. 02 Chapter 2A addresses placement, location, and other general criteria for signs. Section 2D.03 Color, Retroreflection, and Illumination Support: 01 Requirements for illumination, retroreflection, and color are stated under the specific headings for individual guide signs or groups of signs. General provisions are given in Sections 2A.07, 2A.08, and 2A.10. Standard: 02 Except where otherwise provided in this Manual for individual signs or groups of signs, guide signs on streets and highways shall have a white message and border on a green background. All messages, borders, and legends shall be retroreflective and all backgrounds shall be retroreflective or illuminated. Support: 03 Color coding is sometimes used to help road users distinguish between multiple potentially confusing destinations. Examples of valuable uses of color coding include guide signs for roadways approaching or inside an airport property with multiple terminals serving multiple airlines, and community wayfinding guide signs for various traffic generator destinations within a community or area. -
Engineering Assessment of the Potential Passenger Rail Alternatives
Appendix D – Engineering Assessment of the Potential Passenger Rail Alternatives: By Sub-Segment Milwaukee-Twin Cities High-Speed Rail Corridor Program Appendix D Technical Report Engineering Assessment of the Potential Passenger Rail Alternatives Prepared for: Minnesota Department of Transportation Wisconsin Department of Transportation Prepared by: Quandel Consultants, LLC Version: March 10, 2011 Appendix D: Engineering Assessment Table of Contents TABLE OF CONTENTS INTRODUCTION ................................................................................................................................. 3 TRACK SUB-SEGMENTS: ................................................................................................................. 5 Track Sub-Segment 1 (Segment A) ............................................................................................. 5 Track Sub-Segment 2 (Segments B & C) .................................................................................... 9 Track Sub-Segment 3 (Segment D) ........................................................................................... 13 Track Sub-Segment 4 (Segment II)............................................................................................ 16 Track Sub-Segment 5 (Segment II)............................................................................................ 20 Track Sub-Segment 6 (Segment F) ........................................................................................... 23 Track Sub-Segment 7 (Segment II)........................................................................................... -
Click on Directory to Download
2021.directory.pages_Layout 1 10/13/20 10:45 AM Page 5 We hope you find this edion of the Directory of Maryland Community Colleges useful. The Maryland Associaon of Community Colleges (MACC) staff makes every effort to keep this informaon accurate and uptodate. Please help us maintain this valuable resource; if your college’s informaon changes during the year, please send your updates to Jane Thomas at: [email protected] or contact her at 4109748117. Throughout the year, your changes will be made to the online PDF version of the directory that is posted on the MACC website at www.mdacc.org. We appreciate your support and look forward to a successful year ahead for our colleges and the students we serve. i 2021.directory.pages_Layout 1 10/13/20 10:45 AM Page 6 ii 2021.directory.pages_Layout 1 10/13/20 10:46 AM Page 7 Foreword..................................................................................................................... i Purpose, Philosophy, and Mission ............................................................................1 Staff of the Maryland Associaon of Community Colleges.....................................3 Direcons to the MACC office ...................................................................................4 Execuve Commiee .................................................................................................5 Board of Directors ......................................................................................................6 Affinity Groups and Chief Officers.............................................................................7