Vehicle Barriers: Forest Service
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Guidelines for Providing Archaeological and Historic Property Information Pursuant to 30 CFR Part 585
UNITED STATES DEPARTMENT OF THE INTERIOR Bureau of Ocean Energy Management Office of Renewable Energy Programs May 27, 2020 Guidelines for Providing Archaeological and Historic Property Information Pursuant to 30 CFR Part 585 Guidance Disclaimer Except to the extent that the contents of this document derive from requirements established by statute, regulation, lease, contract, or other binding legal authority, the contents of this document do not have the force and effect of law and are not meant to bind the public in any way. This document is intended only to provide clarity to the public regarding legal requirements, related agency policies, and technical issues. Cancellation This guidance document cancels and supersedes the previous guidance entitled, “Guidelines for Providing Archaeological and Historic Property Information Pursuant to 30 CFR Part 585,” dated March 2017, and will remain in effect until cancelled. I. Introduction to Guidelines The U.S. Department of the Interior, Bureau of Ocean Energy Management (BOEM), Office of Renewable Energy Programs (OREP) requires an applicant to submit a detailed plan of its proposed activities for review prior to approving the installation of any renewable energy facility, structure, or cable on the Outer Continental Shelf (OCS) in accordance with 30 CFR part 585, subpart F. Depending upon the nature of the proposed activities, these may include a site assessment plan, a construction and operations plan, a general activities plan, or other type of plan (collectively referred to as plans in these guidelines). As part of a plan submission, BOEM requires detailed information regarding the nature and location of historic properties that may be affected by the proposed activities. -
Final Report Prepared for Albany, NY Joseph D. Tario Senior Project
DEMONSTRATION OF ROUNDABOUT LIGHTING BASED ON THE ECOLUMINANCE APPROACH Final Report Prepared for THE NEW YORK STATE ENERGY RESEARCH AND DEVELOPMENT AUTHORITY Albany, NY Joseph D. Tario Senior Project Manager and THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION Albany, NY Humayun Kabir Project Manager Prepared by THE LIGHTING RESEARCH CENTER , RENSSELAER POLYTECHNIC INSTITUTE 21 Union Street Troy, NY 12180 John D. Bullough and Mark S. Rea Principal Investigators Jeremy D. Snyder, Nicholas P. Skinner, Rosa I. Capó, Patricia Rizzo, Ute Besenecker Project Team Members Project Nos. 18233 / C-08-03 August 2012 NOTICE This report was prepared by the Lighting Research Center at Rensselaer Polytechnic Institute in the course of performing work contracted for and sponsored by the New York State Energy Research and Development Authority and the New York State Department of Transportation (hereafter the "Sponsors"). The opinions expressed in this report do not necessarily reflect those of the Sponsors or the State of New York, and reference to any specific product, service, process, or method does not constitute an implied or expressed recommendation or endorsement of it. Further, the Sponsors and the State of New York make no warranties or representations, expressed or implied, as to the fitness for particular purpose or merchantability of any product, apparatus, or service, or the usefulness, completeness, or accuracy of any processes, methods, or other information contained, described, disclosed, or referred to in this report. The Sponsors, the State of New York, and the contractor make no representation that the use of any product, apparatus, process, method, or other information will not infringe privately owned rights and will assume no liability for any loss, injury, or damage resulting from, or occurring in connection with, the use of information contained, described, disclosed, or referred to in this report. -
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 ............................................................................................................. -
Archaeological Excavation
An Instructor’s Guide to Archaeological Excavation in Nunavut Acknowledgments Writing by: Brendan Griebel and Tim Rast Design and layout by: Brendan Griebel Project management by: Torsten Diesel, Inuit Heritage Trust The Inuit Heritage Trust would like to extend its thanks to the following individuals and organizations for their contributions to the Nunavut Archaeology Excavation kit: • GN department of Culture and Heritage • Inuksuk High school © 2015 Inuit Heritage Trust Introduction 1-2 Archaeology: Uncovering the Past 3-4 Archaeology and Excavation 5-6 Setting up the Excavation Kit 7-9 Archaeology Kit Inventory Sheet 10 The Tools of Archaeology 11-12 Preparing the Excavation Kit 13 Excavation Layer 4 14 Excavation Layer 3 15-18 Excavation Layer 2 19-22 Excavation Layer 1 23-24 Excavation an Archaeology Unit 25-29 Interpreting Your Finds 30 Summary and Discussion 31 Making a Ground Slate Ulu 32-37 Introduction and anthropology studies after their high school Presenting the Inuit Heritage graduation. In putting together this archaeology kit, Trust archaeology kit the Inuit Heritage Trust seeks to bring the thrill and discovery of archaeological excavation to anyone who Many Nunavummiut are interested in the history wishes to learn more about Nunavut’s history. of Inuit culture and traditions. They enjoy seeing old sites on the land and listening to the stories elders tell about the past. Few people in Who is this archaeology kit Nunavut, however, know much about archaeology for? as a profession that is specifically dedicated to investigating the human past. This archaeology kit is designed to help Nunavummiut learn more The Inuit Heritage Trust archaeology kit can about what archaeology is, how it is done, and be applied in many different contexts. -
Archaeological Research Services Ltd RECORDING PROCEDURES
Archaeological Research Services Ltd RECORDING PROCEDURES Contents The Single Context Planning System…………... 1 The Context Recording System…………………. 2 The Burial Recording System………………….... 7 Plans, Sections and Sketches…………………... 10 Environmental Sampling…………………………. 12 Finds……………………………………………….. 14 Photography……………………………………….. 18 ©Archaeological Research Services Ltd. Recording Procedures The Single Context Planning System The key to understanding remains in the archaeological record is through the stratigraphic sequence. The stratigraphic sequence is the accumulated layers of occupation which represent actions in the past. Each ‘context’ is derived from an action of deposition or removal. Within any sequence such as this, the earlier deposits will always be cut or sealed by the later giving the stratigraphic sequence a relative chronology. It is important to note that the only relevant relationship between two contexts is that which lies immediately before or after any given context. All contexts within a site should be given equal consideration when considering the stratigraphic sequence, including physical artefacts such as coffins or walls, along side the more common types of context such as cuts and deposits. The stratigraphic sequence can be represented by a Harris Matrix showing the full interconnectivity of all contexts on a site. Each context is given its own unique context number and is recorded in isolation after the removal of all contexts above. In this way plans can be overlaid to compile and then check the site matrix. 1 ©Archaeological Research Services Ltd. Recording Procedures The Context Recording System (see also Context Recording Sheet) Site Code: Unique site identifier, usually consisting of a three or four letter code denoting the site and a two digit code denoting the year of the project. -
Smart Crosswalk™ Automatic Activation Bollards
SPEC Sheet #3000 Features/Benefits: Aesthetically pleasing Optional audible sounds Smart Crosswalk™ Automatic Activation Easily installed on sidewalk Simple control panel installations Bollards 12 VDC operation (down to 9 VDC) Automatic Activation Series — Bollards Internally illuminated courtesy light LightGuard Systems Part Number: LGS-T3A Directional detecting infrared sensors Description: Automatic Pedestrian Detection Bollards Application Notes: Infrared sensors are housed inside the Bollards and are typically preset by our factory. However, adjustments to the alignment of the sensor modules may be changed in the field. The infrared light beams are projected to the respective receiver module. The Bollard system is directionally sensitive and is activated only when a pedestrian enters into the crosswalk zone not when exiting. A pair of Bollards are placed at each end of the crosswalk, usually four bollards per crosswalk. When pedestrians enter into a crosswalk zone they pass between the Bollards and the Smart Crosswalk™ system is automatically activated. Each Bollard has a 24/7 LED courtesy light making the Bollard visible at night or during inclement weather. In order to capture the most pedestrians crossing the street, it is recommended that the bollards be placed a few feet wider than the crosswalk. General Performance Specifications Parameter Value Maximum separation 60 Feet Power consumption 2.5 Watts Operating temperature -20° to 80°C Operating voltage 9 VDC to 15 VDC Color White (custom colors available) Courtesy light color Amber Size 42” Tall, 8” Diameter © 2016 LightGuard Systems®, Inc. All Rights Reserved. 2292 Airport Blvd., Santa Rosa, CA 95403 | Phone (707) 542-4547 | Fax (707) 525-6333 SPEC Sheet #3000 Bollard Installation Guidelines INSTALLATION STEPS Step 1 Prior to installing Bollards, the proposed site should be inspected several times to observe the everyday habits of local citizens who utilize the crosswalk. -
Primer on Impact Protection for Critical Transportation Infrastructure
Primer on Impact Protection for Critical Transportation Infrastructure December 2018 FHWA-HIF-18-054 Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. They are included for informational purposes only and are not intended to reflect a preference, approval, or endorsement of any one product or entity. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Cover image source: Poulin/123rf.com TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HIF-18-054 4. Title and Subtitle 5. Report Date Primer on Impact Protection for Critical Transportation December 2018 Infrastructure 6. Performing Organization Code: V-335 7. Author(s) 8. Performing Organization Report No. John Wojtowicz, CPP; Nathan B. Grace* DOT-VNTSC-FHWA-18-17 9. Performing Organization Name and Address 10. Work Unit No. U.S. Department of Transportation 11. Contract or Grant No. John A. Volpe National Transportation Systems Center HW22A1 55 Broadway Cambridge, MA 02142-1093 12. -
Detail Sheet Energy Absorbing Bollard (EAB) - Permanent
Detail Sheet Energy Absorbing Bollard (EAB) - Permanent Product summary Status May be used following a site-specific risk assessment Category Permanent Bollard Test Level Test Level 0; 1600kg at 50km/h (AS3845:19999 - superseded) Supplier Roadside Services and Solutions Pty Ltd Description The Energy Absorbing Bollard (EAB; previously named OmniStop bollard) is a non-gating energy absorbing bollard designed for low speed environments. Introduction and purpose Figure 1. Energy Absorbing Bollard This detail sheet is intended to supplement VicRoads Road Design Note 06-04 - Accepted Safety Barrier Products. Please Summary Conditions for Use refer to RDN 06-04 for the current VicRoads acceptance status, information on the product assessment process and general Accepted Energy Absorbing Bollard, with high grade configuration carbon hollow bar (thick walled tube) which is acceptance conditions. inserted into a foam cartridge. The technical details within this document have been extracted Variants from information submitted to VicRoads by the Supplier. Deflection N/A VicRoads requirements take precedence over the product manual. Where a departure from these requirements is Product manual Roadside Services & Solutions Energy required, users should understand the risks and document their reviewed Absorbing Bollard engineering decisions. ASBAP issue Not accepted by ASBAP For more detailed product information, refer to the individual Refer VicRoads conditions for use (below). product manual or contact the System Supplier. Technical information The Energy Absorbing Bollard should be designed, installed and maintained in accordance with the following VicRoads conditions for use. Detail Sheet Page 1 of 3 Third Edition June 2019 Energy Absorbing Bollard (EAB) - Permanent VicRoads Conditions for Use Tested design requirements Vehicle Point of Redirection Minimum Post/Pin Dynamic Working Containment Speed mass (m)* length of Spacing deflection width Notes level (km/h) (kg) Leading Trailing barrier (m) (m)* (m) (m) TL-01 50 16002 N/A N/A N/A N/A N/A N/A Note 1. -
Albert Dock 26 36 29 Bollard Bollard Bollards 31 Bollard Slipway 5 27 29
*=H@I )AN=@H=,HO,? *=H@ )>AHJ,? *=H@ *=H@I *=H@I ALL CLASS ONE OPERATIVES ENGAGED IN TEMPORARY TRAFFIC MANAGEMENT OPERATIONS ARE LANTRA APPROVED AND ACCREDITED TO SECTOR SCHEME 12 +-),418- CHAPTER 8 T.S.M DETAILS DETAIL A ) Prescribed sign to Diagram 610 above and behind cones Running lane(s) Three only close spaced 750mm Hard or 1m high traffic cones Shoulder 45° !# Verge Notes: !! 1) During darkness, a single warning light to BS EN 12352:2006 should be provided. 2) Traffic cones should conform to diagram 7101.1 and to BS EN 13422. !$ DETAIL B Close spaced traffic cones, max. spacing 1.2m ! between cone centres for Type A works and 3m for Type B works, on motorways 1m high cones are recommended for the initial closures of the right hand lane(s) even if 750mm cones are used elsewhere. N.B. Road Danger Lamps complying with Regulation 55 should be provided between the cones at 9m spacing during darkness DETAIL C1 + .* 9m $ Single/Dual carriageway 40mph or less - 450mm traffic cones. Single/Dual carriageway 50mph or more - 750mm traffic cones. ' Notes: 1) During darkness, warning lights to BS EN 12352:2006 should be provided in accordance with Table A1.3 (Appendix 1). *=H@I 2) For relaxation to Detail C1 see Table A1.3 (Appendix 1). # & $ ' Pedestrian Walkway DRAWING DETAILS 56-8-,4-2)+- % WORKSITE # ! MASS BARRIER % 69-42)+- % ' ! Pedestrian Walkway PEDESTRIAN LIGHT HEAD TRAFFIC LIGHT HEAD BASE AND +-),418- DIRECTION PEDESTRIAN LIGHT HEAD BASE AND DIRECTION *=H@ crossing not A1 in use crossingROAD not A2 CLOSEDin use crossing A3 in use 0JA 5EFM=O NOTES : - % & " +56167612)+- 20 ! " DRAWING STATUS : FOR REVIEW REVISION: 1 ! Date Revision Rev by App by % +-)9); 05/02/20 Alteration to footway SP SP 22/07/21 Alterations to site layout SP 20 SP $= # Class One Traffic Management Ltd. -
Fire Master Plans for Commercial & Residential Development
Orange County Fire Authority Community Risk Reduction 1 Fire Authority Road, Building A, Irvine, CA 92602 www.ocfa.org 714-573-6100 Fire Master Plans for Commercial & Residential Development Guideline B-09 Serving the Cities of Aliso Viejo • Buena Park • Cypress • Dana Point • Garden Grove • Irvine • Laguna Hills • Laguna Niguel • Laguna Woods Lake Forest • La Palma • Los Alamitos • Mission Viejo • Rancho Santa Margarita • San Clemente • San Juan Capistrano Seal Beach • Santa Ana • Stanton • Tustin • Villa Park • Westminster • Yorba Linda • and Unincorporated Areas of Orange County Fire Master Plans for Commercial & Residential Development: B-09 February 23, 2021 Fire Master Plans for Commercial & Residential Development TABLE OF CONTENTS PURPOSE ....................................................................................................................... 2 SCOPE ............................................................................................................................ 2 Definitions................................................................................................................................ 2 SECTION 1: PLAN SUBMITTAL REQUIREMENTS ...................................................... 4 SECTION 2: FIRE ACCESS ROADWAYS ..................................................................... 5 Loading ................................................................................................................................... 5 Number Required ................................................................................................................... -
Changes in Cross-Section Geometry and Channel Volume in Two Reaches of the Kankakee River in Illinois, 1959-94
Changes in Cross-Section Geometry and Channel Volume in Two Reaches of the Kankakee River in Illinois, 1959-94 By PAUL J. TERRIO and JOHN E. NAZIMEK U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 96 4261 Prepared in cooperation with the KANKAKEE COUNTY SOIL AND WATER CONSERVATION DISTRICT Urbana, Illinois 1997 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services 221 N. Broadway Box 25286 Urbana, Illinois 61801 Denver, CO 80225 CONTENTS Abstract......................................................................................... 1 Introduction...................................................................................... 1 Purpose and Scope............................................................................ 3 Description of the Study Area................................................................... 4 Acknowledgments............................................................................ 4 Compilation and Measurement of Channel Cross-Section Geometry Data ..................................... 6 Momence Wetlands Reach ..................................................................... 6 Six-Mile Pool Reach ......................................................................... -
Chapter 5: Cycle Lanes
Consultation Draft 5 Cycle Lanes Design Objectives • Create a 2.0m wide space for cyclists to travel in one direction at up to 25mph. • Provide sufficient width in a cycle lane to overtake other cyclists without leaving the cycle lane. • Reduce the speed /flow / mix of motor traffic to a level where cyclists feel safe using the carriageway by introducing speed limits and weight/height/width restrictions to exclude larger vehicles. • Minimise stopping and starting to smooth the flow of cyclists along the route. • Enable two-way cycling on most streets by providing for contraflow on one-way traffic systems. • Eliminate unlawful footway cycling by making the carriageway the most attractive and convenient place to cycle. • Create attractive high quality public realm areas/streets where all modes can share a common surface at low speeds. Design Principles Greater separation of cyclists from other modes is required with greater speed and volume of motor traffic, and on gradients where cycle speeds can be unusually fast or slow. Speed/flow criteria for provision of cycle lanes Cycle lanes offer a sense of route continuity and can be used on all roads with speed limits up to 40mph and flows up to 10,000 vpd. They help to define space for cyclists within roads. They do not however offer any sort of protection from passing vehicles and are generally preferred on roads with average speeds of 30mph or less, and without significant HGV traffic. Where space is restricted and there are fewer than 5,000 vpd, advisory cycle lanes may be provided by removing the centre lane to give a single two-way carriageway.