Northern Land Use Guidelines Access: Roads and Trails
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Brook Park Master Plan
Brook Park Master Plan January 2012 Table of Contents Section Page Acknowledgements 333 Section I: Executive Summary 444-4---10101010 Section II: Public Participation 111111-11 ---16161616 Section III: PopulatPopulationion and Demographics 171717-17 ---20202020 Section IV: Economic Development 212121-21 ---31313131 Section V: Land Use and Design 323232-32 ---61616161 Section VI: Housing 626262-62 ---69696969 Section VII: CommuCommunitynity Services And Facilities 707070-70 ---79797979 Section VIII: Implementation 808080-80 ---82828282 Brook Park Master Plan 2 Acknowledgements The Brook Park Master Plan developed with the assistance of the Brook Park Master Plan Steering Committee, elected officials, department heads, residents and business owners. The Plan was funded from a Community Development Block Grant from Cuyahoga County. Illustration: Parcels formerly home to the Ford Casting and Engine plants could be redeveloped into a regional destination site accommodating a variety of mixed uses. Its prime location to the Cleveland Hopkins Airport and I-71 make it well-suited to accommodate future growth for the community. Brook Park Master Plan 3 Section I: Executive Summary Brook Park has experienced various levels of progression from a small settlement, to a burgeoning post- World War II community, to the "built-out" community that it is today. There is no doubt that the City's proximity to Cleveland, Cleveland Hopkins Airport, Ford Motor Company, and key thoroughfare routes resulted in defining Brook Park’s built and social landscape. Today, Brook Park’s has 12,000 residents fewer than its 1970 peak population of 30,774, and much of its built environment is aging. But the pride and perseverance of residents is not. -
Ice Road Truckers Needn't Fret
Western Canada’s Trucking Newspaper Since 1989 December 2016 Volume 27, Issue 12 Rock slide: B.C. rock slide Helping truckers: Truckers STA gala: Saskatchewan RETAIL wipes out section of Trans- Christmas Group looks for Trucking Association holds ADVERTISING Canada Highway, costs donations to help trucking annual gala, addresses Page 13 Page 16 Page Page 12 Page industry thousands. families. industry issues. PAGES 29-39 truckwest.ca Safety on winter roads Winter driving conditions can pose challenge to even the biggest rig By Derek Clouthier Many believe that the use of airships, like the one depicted above, to deliver cargo to Canada’s northern region would bring REGINA, Sask. – Don’t be fooled by the business to the trucking industry. balmy mid-November temperatures that hit Western Canada this year – win- ter is just around the corner. And whether you’re trucking through mountainous terrain in British Colum- bia or making your way across the prai- Ice road truckers ries of Saskatchewan, slippery roads and reduced visibility can wreak havoc. The Saskatchewan Ministry of High- ways and Infrastructure urge truck Reach us at drivers to conduct thorough trip in- our Western needn’t fret spections, and to give extra time dur- Canada news ing the winter months to complete. bureau “Checking your truck, trailer(s), tires, brakes, lights and other equipment be- Contact How the use of airships would fore you start a trip is always impor- Derek Clouthier tant,” the ministry informed Truck Derek@ West. “With cold weather, extra care should be taken with these regular in- Newcom.ca help the trucking industry spections. -
Ice Road Door Guys Installing and Servicing Doors in the Arctic
T H E S W E GARAGE DOOR N VOLUME 21 ISSUE 4 The Monthly Overhead Door Newspaper Since 1992 APRIL 2012 Ice Road Door Guys Installing and Servicing Doors in the Arctic NORTHWEST TERRITORIES - It’s not surprising to most door professionals that a door company in a community of 70,000 people needs to look beyond residential and commercial garage doors as a source of income. But CN Doors is no ordinary small town garage door installation and service company. Based out of Yellowknife in the Northwest Territories (NWT) of Canada and servicing neighboring Nunavut, CN Doors services a geographical area of 1.3 million square miles – equal in size to ½ the contiguous 48 US States. Launched in 2004, the company is, according to Colin Cleveland, Operations Manager and co-owner of CN Doors, a specialist in servicing the arctic market. “Our tech guys routinely fly in with the Ice Pilots of Buffalo Air and drive the same ice roads as the Ice Road Truckers,” notes Cleveland. The market north of the 60th parallel lives and dies by the seasons. Winter in the Canadian arctic runs from September to May, and many towns are only accessible by truck Continued Page 12 CN Doors' service van on an 80' wide ice road. For links to our SALES & CUSTOMER SERVICE 1-800-361-3198 advertisers go to: www.dekcanada.com OPENING DOORS FOR PROFESSIONALS 1928 St-Regis Blvd, Dorval, Q.C., H9P 1H6 www.garagedoornews.com THE BEST DEALS on truck doors, parts and accessories Parts & Accessories for All Brands of Operators BORN AND RAISED IN OUR CLIMATE. -
Guidelines for Safe Ice Construction
GUIDELINES FOR SAFE ICE CONSTRUCTION 2015 GUIDELINES FOR SAFE ICE CONSTRUCTION Department of Transportation February 2015 This document is produced by the Department of Transportation of the Government of the Northwest Territories. It is published in booklet form to provide a comprehensive and easy to carry reference for field staff involved in the construction and maintenance of winter roads, ice roads, and ice bridges. The bearing capacity guidance contained within is not appropriate to be used for stationary loads on ice covers (e.g. drill pads, semi-permanent structures). The Department of Transportation would like to acknowledge NOR-EX Ice Engineering Inc. for their assistance in preparing this guide. Table of Contents 1.0 INTRODUCTION .................................................5 2.0 DEFINITIONS ....................................................8 3.0 ICE BEHAVIOR UNDER LOADING ................................13 4.0 HAZARDS AND HAZARD CONTROLS ............................17 5.0 DETERMINING SAFE ICE BEARING CAPACITY .................... 28 6.0 ICE COVER MANAGEMENT ..................................... 35 7.0 END OF SEASON GUIDELINES. 41 Appendices Appendix A Gold’s Formula A=4 Load Charts Appendix B Gold’s Formula A=5 Load Charts Appendix C Gold’s Formula A=6 Load Charts The following Appendices can be found online at www.dot.gov.nt.ca Appendix D Safety Act Excerpt Appendix E Guidelines for Working in a Cold Environment Appendix F Worker Safety Guidelines Appendix G Training Guidelines Appendix H Safe Work Procedure – Initial Ice Measurements Appendix I Safe Work Procedure – Initial Snow Clearing Appendix J Ice Cover Inspection Form Appendix K Accident Reporting Appendix L Winter Road Closing Protocol (March 2014) Appendix M GPR Information Tables 1. Modification of Ice Loading and Remedial Action for various types of cracks .........................................................17 2. -
Best Practices for Building and Working Safely on Ice Covers in Ontario
Best Practices for Building and Working Safely on Ice Covers in Ontario ihsa.ca IHSA has additional information on this and other topics. Visit ihsa.ca or call Customer Service at 1-800-263-5024 The contents of this publication are for general information only. This publication should not be regarded or relied upon as a definitive guide to government regulations or to safety practices and procedures. The contents of this publication were, to the best of our knowledge, current at the time of printing. However, no representations of any kind are made with regard to the accuracy, completeness, or sufficiency of the contents. The appropriate regulations and statutes should be consulted. In case of any inconsistency between this document and the Occupational Health and Safety Act or associated regulations, the legislation will always prevail. Readers should not act on the information contained herein without seeking specific independent legal advice on their specific circumstance. The Infrastructure Health & Safety Association is pleased to answer individual requests for counselling and advice. The basis for this document is the 2013 version of the Government of Alberta’s Best Practices for Building and Working Safely on Ice Covers in Alberta. The content has been used with permission from the Government of Alberta. This document is dedicated to the nearly 500 people in Canada who have lost their lives over the past 10 years while crossing or working on floating ice. Over the period of 1991 to 2000, there were 447 deaths associated with activities on ice. Of these, 246 involved snowmobiles, 150 involved non-motorized activity, and 51 involved motorized vehicles. -
Beekman Rd (CR 9) - Reverse Curves
Road Safety Assessment (SA) Report FINAL BEEKMAN ROAD (CR 9) SAFETY ASSESSMENT BEEKMAN-POUGHQUAG ROAD (CR 7) TO NYS ROUTE 55 TOWN OF BEEKMAN, NEW YORK POUGHKEEPSIE-DUTCHESS COUNTY TRANSPORTATION COUNCIL 27 HIGH STREET, 2ND FLOOR POUGHKEEPSIE, NY 12601 FINAL REPORT DATE: MARCH 2013 ASSESSMENT DATE: OCTOBER 24 - 26, 2012 10B Madison Avenue Extension // Albany, NY 12203-7314 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation Council March 2013 Table of Contents 1.0 BACKGROUND 4 1.1 SA Team 7 1.2 SA Process 8 1.3 SA Report 8 1.4 Study Area Characteristics, Operations, and Safety Performance 9 2.0 ASSESSMENT FINDINGS AND SUGGESTIONS 17 2.1 Beekman Road (CR 9) 17 2.1.1 Operating Speeds 17 2.1.2 Unforgiving Roadside Features 18 2.1.3 Shoulder Drop-Off 19 2.1.4 Non-Traversable Roadside Drainage Element 19 2.1.5 Guide Rail Condition 20 2.1.6 Hazardous Trees and Vegetation 21 2.1.7 Sign Consistency, Clutter, Legibility, and Spacing 21 2.1.8 Street Name Signing 22 2.1.9 Barton Orchard Sign 23 2.1.10 Breakaway Post Bases 23 2.1.11 Abandoned Sign Posts 24 2.1.12 Stop Lines 24 2.1.13 Bicycle and Pedestrian Accommodation 25 2.2 Intersection of Beekman Road (CR 9) with Beekman-Poughquag Road (CR 7) 26 2.2.1 Intersection Sight Distance - North 26 2.2.2 Intersection Sight Distance - South 26 Page 2 of 64 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation -
VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS)
Page 1 of 5 Cycle 6 NPS / RIP Route ID Report Report Date: 09/02/2020 (Numerical By Summary Route and Subcomponent #) Shading Color Key White = Paved Routes, DCV Driven Grey = Paved Routes, DCV not Driven Black = Non-NPS Routes = Concession Route Yellow = Unpaved Routes, DCV not Driven Blue = Paved Parking Areas Green = Unpaved Parking Areas DCV = Data Collection Vehicle Red text denotes: MRL = Manually Rated Line *Unpaved route data (mileages and square footage) were collected by the Road Inventory Program (RIP) MRP = Manually Rated Polygon only when the Cycle Collected is "6", otherwise the unpaved information was provided by NPS. PKG = Parking Areas NC = Not Collected VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS) Route FMSS Route Description Maintenance Paved Unpaved Total Area Surf. Area Route Name District No. Number FLTP Miles Miles Mileage (SQ FT) Type Map Cycle Collected Iteration Collected Functional Class Concession From To 0010 6 1 19589 RAINY LAKE VISITOR FROM STATE HIGHWAY 11 TO ROUTE 0900 (RAINY RAINY YES 1.64 0 1.64 1 AS 1 CENTER ACCESS ROAD LAKE VISITOR CENTER PARKING) 0100 6 1 37638 ASH RIVER VISITOR CENTER FROM COUNTY ROAD 129 TO ROUTE 0907 (ASH RIVER NAMAKAN YES 3.13 0 3.13 1 AS 2 ACCESS ROAD VISITOR CENTER PARKING) 0200 NC 00002810 RAINY LAKE ICE ROAD FROM RAINY LAKE VISITOR TO END OF LOOP AT RAINY RAINY NO 0 13.00 13.00 3 OT CENTER LAKE VISITOR CENTER 0201 NC 241212 KABETOGAMA LAKE ICE FROM KABETOGAMA LAKE TO ASH RIVER VISITOR NAMAKAN NO 0 9.30 9.30 3 OT ROAD VISITOR CENTER CENTER 0400 6 -
Chapter R Snow/Ice Control
CHAPTER R SNOW/ICE CONTROL January 2016 Page R-1 CHAPTER R TABLE OF CONTENTS R.1 Introduction R.2 Policy R.3 Maintenance Levels R.4 Organization and Practice R.5 Equipment R.6 Lights for Snow Equipment R.7 Care of Equipment R.8 Prevention of Drifts R.9 Snow Fences R.10 Protection and Handling of Traffic R.11 Highway Condition Reports R.12 Parking Areas R.13 Snow-Parks R.14 Sand and Deicing Chemical Storage R.15 Applying Deicing Chemical and Abrasives R.16 Avalanche Control Appendix R-1 Chain Requirements CHAPTER R SNOW/ICE CONTROL January 2016 Page R-2 R.1 Introduction (A) The snow removal and ice control family (HM6R), includes all work in connection with the following: (1) Snow removal operations. (2) Drift prevention. (3) Installation and maintenance of snow fences. (4) Snow pole installation and removal. (5) Tire chain fabrication and repair. (6) Maintenance and control of chain control locations. (7) Avalanche control. The program also includes truck haul of snow to waste areas, opening drains covered by snow and ice and the spring opening of roads that are normally allowed to close for the winter season. Mechanical and manual sanding and the use of deicing agents, both solid and liquid solution types are also included. Refer to Maintenance Manual Volume 2 for administrative procedures to be used in connection with this work. (B) Terminology: (1) Deicer Deicer is a chemical freezing point depressant such as, but not limited to, salt (sodium chloride), salt brine, CMA (calcium magnesium acetate), liquid potassium acetate, or liquid magnesium chloride. -
Road Weather Condition Estimation Using Fixed and Mobile Based Cameras
Road Weather Condition Estimation Using Fixed and Mobile Based Cameras Koray Ozcan1(&), Anuj Sharma1(&), Skylar Knickerbocker2(&), Jennifer Merickel3(&), Neal Hawkins2(&), and Matthew Rizzo3(&) 1 Institute for Transportation, Iowa State University, Ames, IA, USA {koray6,anujs}@iastate.edu 2 Center for Transportation Research and Education, Ames, IA, USA {sknick,hawkins}@iastate.edu 3 University of Nebraska Medical Center, Omaha, NE, USA {jennifer.merickel,matthew.rizzo}@unmc.edu Abstract. Automated interpretation and understanding of the driving environment using image processing is a challenging task, as most current vision-based systems are not designed to work in dynamically-changing and naturalistic real-world settings. For instance, road weather condition classifica- tion using a camera is a challenge due to high variance in weather, road layout, and illumination conditions. Most transportation agencies, within the U.S., have deployed some cameras for operational awareness. Given that weather related crashes constitute 22% of all vehicle crashes and 16% of crash fatalities, this study proposes using these same cameras as a source for estimating roadway surface condition. The developed model is focused on three road surface con- ditions resulting from weather including: Clear (clear/dry), Rainy-Wet (rainy/slushy/wet), and Snow (snow-covered/partially snow-covered). The camera sources evaluated are both fixed Closed-circuit Television (CCTV) and mobile (snow plow dash-cam). The results are promising; with an achieved 98.57% and 77.32% road weather classification accuracy for CCTV and mobile cameras, respectively. Proposed classification method is suitable for autono- mous selection of snow plow routes and verification of extreme road conditions on roadways. -
Athabasca Chipewyan First Nation
Docket: CACV3239 COURT OF APPEAL FOR SASKATCHEWAN IN THE MATTER OF THE GREENHOUSE GAS POLLUTION PRICING ACT, Bill C-74, Part 5 AND IN THE MATTER OF A REFERENCE BY THE LIEUTENANT GOVERNOR IN COUNCIL TO THE COURT OF APPEAL FOR SASKATCHEWAN UNDER THE CONSTITUTIONAL QUESTIONS ACT, 2012, SS 2012, c C-29.01 FACTUM OF THE ATHABASCA CHIPEWYAN FIRST NATION Professor Amir Attaran Matt Hulse Barrister & Solicitor Barrister & Solicitor Ecojustice Environmental Law Clinic Woodward & Company Lawyers LLP at the University of Ottawa 200-1022 Government Street 1 Stewart Street, Suite 216 Victoria, BC V8W 1X7 Ottawa, ON K1N 6N5 Phone: 613-562-5800 ext. 3382 Phone: 250-383-2356 Fax: 613-562-5319 Fax: 250-380-6560 Email: [email protected] Email: [email protected] Counsel for the Athabasca Chipewyan First Nation TO: Attorney General of Saskatchewan MINISTRY OF JUSTICE AND ATTORNEY GENERAL 820 1874 Scarth Street Regina, SK, S4P 4B3 P. Mitch McAdam, QC Alan Jacobson Tel: 306-787-7846 Fax: 306-787-9111 Email: [email protected] Agents for the Attorney General of Saskatchewan AND TO: Attorney General of Canada DEPARTMENT OF JUSTICE CANADA Prairie Region 123 2nd Ave South, 10th Floor Saskatoon, SK, S7K 7E6 Sharlene Telles-Langdon, Brooke Sittler, Mary Matthews, Neil Goodridge, Ned Djordjevic Tel: 204-983-0862 Fax: 204-984-8495 Email: [email protected] Counsels for the Attorney General of Canada AND TO: Attorney General of Ontario Civil Law Division Constitutional Law Branch 720 Bay Street, 4th Floor Toronto, ON M7A 2S9 Fax: 416-326-3840 Joshua Hunter / Andrea Bolieiro / Padraic Ryan Tel: 416-326-3840 / 416-326-0131/ 416-326-6287 Email: [email protected] [email protected] [email protected] Counsel for the Attorney General of Ontario AND TO: Canadian Taxpayers Federation CREASE HARMAN LLP Barristers and Solicitors R. -
WINTER SERVICE PLAN 01 October 2017 to 15 May 2018
Page 1 of 256 TERM CONTRACT FOR THE MANAGEMENT AND MAINTENANCE OF THE SCOTTISH TRUNK ROAD NETWORK (NORTH WEST UNIT) WINTER SERVICE PLAN 01 October 2017 to 15 May 2018 Controlled Copy No. Client: Operating Company: Transport Scotland BEAR Scotland Limited Trunk Road and Bus Operations BEAR House Buchanan House Inveralmond Road 58 Port Dundas Road Perth Glasgow PH1 3TW G4 0HF 4G NORTH WEST UNIT WINTER SERVICE PLAN Rev 2.0 2017/18 Page 2 of 256 CONTENTS Introduction and Purpose 7 1 Management Arrangements 8 1.1 Winter Service Manager 1.2 Winter Service Duty Staff 1.3 Monitoring Arrangements 1.4 Personnel Resources 1.5 Call Out Arrangements 1.6 Communications Equipment 1.7 Training for Managers and Other Staff 2 Weather Forecasting 16 2.1 Purpose 2.2 Methodology 2.3 Weather Forecasting Service 2.4 Computer Systems 3 Monitoring and Resource Allocation Arrangements for Areas Requiring Special Attention 23 4 Decision Making 38 4.1 Role of the Winter Service Manager 4.2 Role of the Winter Service Duty Staff 5 Liaison 42 5.1 The Director 5.2 The Police 5.3 Traffic Scotland Operators 5.4 Adjacent Road and Highway Authorities 5.5 Adjacent Trunk Road Operating Companies 5.6 Network Rail 5.7 Co-ordination of Winter Service at Unit Boundaries 6 Collaboration and Mutual Aid 45 6.1 Arrangenents for the Identification of Mutual Aid 7 Winter Service Patrols 46 8 Precautionary Treatment Routes 50 8.1 Propose Spread Rates for Precautionary Treatments of Carriageways 8.2 Contigency Plans for Alternative Access to Precautionary Treatment Routes 8.3 Locations -
Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms
S A Report from the University of Vermont Transportation Research Center Snow and Ice Control Performance Measurement: Comparing “Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms Final Report April 2019 Jonathan Dowds and James Sullivan UVM TRC Report # 19-003 Snow and Ice Control Performance Measurement: Comparing “Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms April 17, 2019 Prepared by: Jonathan Dowds James Sullivan Transportation Research Center Farrell Hall 210 Colchester Avenue Burlington, VT 05405 Phone: (802) 656-1312 Website: https://www.uvm.edu/cems/trc UVM TRC Report # 19-003 Acknowledgements The authors would like to acknowledge VTrans for providing funding for this work, and the project’s Technical Advisory Committee for providing valuable input and direction. Disclaimer You are free to copy, distribute, display, and perform the work; make derivative works; make commercial use of the work under the condition that you give the original author and sponsor(s) credit. For any reuse or distribution, you must make clear to others the license terms of this work. Any of these conditions can be waived if you get permission from the sponsor(s). Your fair use and other rights are in no way affected by the above. The information contained in this report was compiled for the use of the Vermont Agency of Transportation. Conclusions and recommendations contained herein are based upon the research data obtained and the expertise of the researchers, and are not necessarily to be construed as Agency policy. This report does not constitute a standard, specification, or regulation. The Vermont Agency of Transportation assumes no liability for its contents or the use thereof.