Total Fence, Has Been Serving • Excellent Service Customers in India Since 1989
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Item Unit of Specification Description Number
ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.00 CAL DAY 08 SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.04 DAY 08 ENDANGERED SPECIES DAILY SURVEYOR ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.06 BARR DAY 08 VERTICAL PANELS ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.08 BARR DAY 08 422.00 BARRICADE, TYPE II ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.10 BARR DAY 08 422.00 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.20 EACH 08 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.30 LIGHT DAY 08 422.00 TYPE B HIGH INTENSITY WARNING LIGHT ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.45 BARR DAY 08 REFLECTORIZED PLASTIC DRUM ------- -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Storms and Coastal Defences at Chiswell This Booklet Provides Information About
storms and coastal defences at chiswell this booklet provides information about: • How Chesil Beach and the Fleet Lagoon formed and how it has What is this changed over the last 100 years • Why coastal defences were built at Chiswell and how they work • The causes and impacts of the worst storms in a generation booklet that occurred over the winter 2013 / 14 • What will happen in the future Chesil Beach has considerable scientific about? significance and has been widely studied. The sheer size of the beach and the varying size and shape of the beach material are just some of the reasons why this beach is of worldwide interest and importance. Chesil Beach is an 18 mile long shingle bank that stretches north-west from Portland to West Bay. It is mostly made up of chert and flint pebbles that vary in size along the beach with the larger, smoother pebbles towards the Portland end. The range of shapes and sizes is thought to be a result of the natural sorting process of the sea. The southern part of the beach towards Portland shelves steeply into the sea and continues below sea level, only levelling off at 18m depth. It is slightly shallower at the western end where it levels off at a depth of 11m. This is mirrored above sea level where typically the shingle ridge is 13m high at Portland and 4m high at West Bay. For 8 miles Chesil Beach is separated from the land by the Fleet lagoon - a shallow stretch of water up to 5m deep. -
O B D S Orien Broch Distri Stake Ntatio Hure Ct Ehold on for Ders
Government of Nepal Orientation Brochure for District Stakeholders Rural Access Programme (RAP) Phase 3 April 2016 ` 1. INTRODUCTION The purpose of this brochure is to provide an overview of the Rural Access Programme Phase 3 (RAP3). It describes the objective, core principles, programme areas, progrramme components and implementation arrangements. The target audience of the brochure are the stakeholders who are related with RAP3 implementation in general and the DDC and DTO officials in particular. 2. BACKGROUND AND OBJECTIVE OF RAP3 RAP has been implemented continuously since 2001 and is a bi-lateral progrramme between the Government of Nepal (GoN) and the Department for International Development (DFID) of the UK Government. The programme is being implemented with the grant assistance provided by UK Aid. The implementation of the current phase of RAP3 started in 2013 and will laast until March 2017. An extension of the programme to 2019 is planned. The current phase of the Rural Access Programme (RAP3) builds on the processes of previous phases but with significant changes, including: • Support focussed on the poorest districts in western Nepal • Emphasis on sustainable asset management and community resilience • Working closely to support central and district government organnisations and build capacity • A range of implementation modalities depending on intervention characteristics and management performances of the ddistrict. The objective of RAP3 is to increase the economic opportunities available to the poorest and most vulnerable people in the remotest districts of Nepal. It does so by providing employment for the poor to maintain and upgrade existiing roads, construct new rural roads and economic infrastructure where these are lacking. -
Construction Guide V2 LR.Pdf
1 Introduction – protect and survive 2 Basic construction guidelines 3 Design of Concertainer structures 4 Fill selection and characteristics 5 Preconfigured structures 6 Improvised structures 7 Maintenance and repair 8 Product technical information 9 Trial information 10 Packing and shipping 11 Conversion tables 12 Contacts 1 Introduction – protect and survive Introduction – protect and survive 1.01 HESCO® Concertainer® has Delivered flat-packed on standard been a key component in timber skids or pallets, units providing Force Protection since can be joined and extended the 1991 Gulf War. using the provided joining pins and filled using minimal Concertainer units are used manpower and commonly extensively in the protection of available equipment. personnel, vehicles, equipment and facilities in military, Concertainer units can be peacekeeping, humanitarian installed in various configurations and civilian operations. to provide effective and economical structures, tailored They are used by all major to the specific threat and level military organisations around of protection required. Protective the world, including the UK structures will normally be MOD and the US Military. designed to protect against ballistic penetration of direct fire It is a prefabricated, multi- projectiles, shaped charge cellular system, made of warheads and fragmentation. Alu-Zinc coated steel welded HESCO Guide Construction for Engineers mesh and lined with non-woven polypropylene geotextile. Introduction – protect and survive 1.02 Protection is afforded by the fill In constructing protective material of the structure as a structures, consideration must consequence of its mass and be given to normal structural physical properties, allied with design parameters. the proven dynamic properties of Concertainer units. The information included in this guide is given in good faith, Users must be aware that the however local conditions may protection afforded may vary affect the performance of HESCO Guide Construction for Engineers with different fill materials, and structures. -
POETRY OFFERINGS from David W. Mitchell
1 POETRY OFFERINGS from David W. Mitchell 2 Photography of David Mitchell by Ken Roberts Cover photography by Jeremiah Trilli Line drawing by Summer Breeze Published by Motherbird Books Silver City, New Mexico motherbird.com © David W. Mitchell 2008 3 Index A Dark Hole In Time . 8 A Gift . 9 A Lovely Day for Borscht Fish . 10 A Modern Carollette for Dodgson . 11 Abroad Among the Limbless . 12 Adagio in Zzzzz Minor . 13 Afternoon of a Biblioparadisiac . 14 Ah Dylan, Dylan . 15 An Olympian Lesson . 16 Apostatic Succession . 17 Ballad of Saint Louis, the Unfrocked Cardinal 18 Belle Ardoise I, The . 20 Blatissimus . 21 Blue Writer, The . 22 Carmel I . 23 Carmel II . 25 Chelsea . 27 Compass Rose and the Gypsy Will . 28 Compendium Humanum . 29 Concertina in F-Stop Major . 31 Critique . 32 Cursive Reclaimed . 33 Cutting Corners I; Cutting Corners II . 34 Departure of Roses, The . 35 Diasporulation . 36 Disappearance . 37 Drizzle . 38 Doubling Duplicity . 39 Eleven Red-Haired Men . 40 Encampment, The . 41 Epitaph for Floyd . 42 Fangs . 43 Father Time Contemplates Mass . 44 4 Fingersongs- I . 45 For Edna, and John, and All . 46 For Jessica and the Williams . 47 For Mimi Farina: Bread and Roses . 51 From A to Z and Back Again . 52 Goulashification . 53 Heard On the Concertina Wire . 54 Helicocochoidal Figmentation. 55 Hexing the Circle . 56 Hillock and the Holly, The . 57 How I knew What to Do . 59 In Praise of Thumbs . 60 In Praise of Thumbs II . 61 In the Mailstrom . 63 In Sacramental Jeans . 64 Infinite Regress of Dawn, The . -
Coordinated Resource Management Plan
APPLETON-WHITTELL RESEARCH RANCH COORDINATED RESOURCE MANAGEMENT PLAN The Research Ranch was established in 1968 by the Appleton family as an ecological field station to provide a large scale exclosure by which various land uses and actions in the Southwest could be evaluated. This role, as a control or reference area, creates challenges to land management actions. Each proposed action must be judged not only on the conservation outcome but also on the potential to have adverse impact on the research values for which the field station was established. Effective management for both conservation and research is only possible if all partners are informed and involved. The Research Ranch, approximately 8,000 acres, is a complicated partnership among land owners and federal land administrative agencies: Coronado National Forest (CNF), Bureau of Land Management (BLM), Resolution Copper Mining Co. (RCM), The Research Ranch Foundation (TRRF), The Nature Conservancy (TNC), and National Audubon Society (NAS or Audubon). NAS manages the facility via contractual agreements with each entity. The Research Ranch is a Center/Sanctuary of NAS, administered through the Audubon Arizona state office in Phoenix. Audubon’s strategic plan is to achieve conservation results on a broad scale by leveraging the NAS network and engaging diverse people; the Research Ranch is evaluated by NAS for its support of the following conservation concerns: Climate Change, Water, Working Lands and Bird Friendly Communities. This Coordinated Resource Management Plan (CRMP) constitutes all ownership along with the Natural Resources Conservation Service (NRCS), Arizona Game & Fish Department (AZGF) and US Fish & Wildlife Service (USFWS). Planned practices to meet goals listed in this CRMP may not necessarily be implemented on all parcels. -
Experimental Study of Structural Behavior of Mesh-Box Gabion
University of Palestine College of Applied Engineering and Urban Planning Department of Civil Engineering Experimental study of structural behavior of mesh-box Gabion By: Mohamad Z. Al Helo 120110139 Mohammed S. Al-Massri 120111288 Hesham H. Abu-Assi 120111251 Mohammed J. Hammouda 120110163 Islam T. Joma 120090301 Supervisor: Dr. Osama Dawood Graduation project is submitted to the Civil Engineering Department in partial Fulfillment of the requirements for the degree of B.Sc. in Civil Engineering. Gaza, Palestine Oct. 2016 I DEDICATION We would like to dedicate this work to our families specially our Parents who loved and raised us, which we hope that they are Proud of us, for their sacrifice and endless support. We would like to dedicate it to our Martyrs, detainees and Wounded people who sacrificed for our freedom. II ACKNOWLEDGMENT We would like to express our appreciation to our supervisor Dr. Osama Dawood for his valuable advices, continuous Encouragement, professional support and guidance. Hoping our research get the satisfaction of Allah and you as well. III ABSTRACT The research described by the current dissertation was focused on studying the mechanical behavior of the wired-mesh gabions under axial compression load. And it is important to mention that there is no specific standard for using gabions as structural elements It is a unique study because using this type of construction usually does not take into consideration the study of the structural behavior of these boxes, and here many of the problems facing the construction of this kind appears. This research studied the behavior of these boxes through laboratory experiments. -
Gabions Being Used As a Headwall
Gabions being used as a headwall. Gabions - Their Applications on the Golf Course by JOHN DREW Superintendent, Winters Run Golf Club, Maryland ROSION IS a basic part of We who are within the influence of 100 years. Unfortunately, Winters Run nature, and indications are that streams and rivers tend to become con- does not understand such definitions Ethe forces that tear down and cerned when the rain starts coming and will pro bably flood a few more build up are not tired yet. One of these down hard. times in our lives. forces that we in the golf course business Our golf course, like so many others, Many ideas have been proposed to have to deal with is that of water and contains some land that is not suitable prevent creek bank erosion. Vegetation, resultant erosion. Creek, pond, stream, for housing or farming. Forty-eight of logs, rip-rap, railroad ties, concrete, or wave erosion affect almost all of us 180 acres are in a flood plain. Winters and steel sheet piling have been used at some time. Run, a major stream, meanders through with varying degrees of success and / or Erosion caused by running water can the course, giving it character, beauty, failure. In our case, we decided that be extremely devastating. These pro b- floods, erosion, and silt. The last named rip-rap would protect our eroding creek lems become magnified in areas of items caused us to look for protection banks most effectively and at minimal increasing population. Water runoff from water damage early in the clu b's cost. -
APPENDIX E EROSION PREVENTION BMPS Attachment
Attachment 7.2 Oregon DEQ APPENDIX E EROSION PREVENTION BMPS EP-1 Scheduling EP-2 Preservation of Existing Vegetation EP-3 Surface Roughening EP-4 Topsoiling EP-5 Temporary Seeding and Planting EP-6 Permanent Seeding and Planting EP-7 Mycorrhizae / Biofertilizers EP-8 Mulches EP-9 Compost Blankets EP-10 Erosion Control Blankets and Mats EP-11 Soil Binders EP-12 Stabilization Mats EP-13 Wind Erosion Control EP-14 Live Staking EP-15 Pole Planting EP-16 Live Fascines and Brush Wattles EP-17 Brush Box EP-18 Fascines with Subdrains EP-19 Live Pole Drains EP-20 Brush Packing or Live Gully Fill Repair EP-21 Sodding OREGON MANUAL-APPENDICES.DOC Erosion and Sediment Control Manual April 28, 2005 293 SCHEDULING – EP-1 Scheduling involves sequencing construction activities and the installation of erosion and sediment control measures to reduce the amount and duration of soil exposed to erosion by wind, rain, runoff and vehicle tracking. The timing of soil-disturbing activities and the timing of implementation of BMPs are both critical to the prevention of accelerated erosion and transport of sediment off-site. The scheduling of grading should take into account the rainy season and should minimize the length of the time that soils are left exposed, and reduce the total area of exposed soil during the rainy season. Consideration should be given to phasing the grading and construction so that critical areas (such as highly erodible soils, areas adjacent to receiving waters, etc.) are not disturbed until the non-rainy season, and so the entire area that is disturbed at any one time is kept to a size that can be controlled effectively. -
Notice of Public Meeting City of Albany City Council
NOTICE OF PUBLIC MEETING CITY OF ALBANY OUR MISSION IS CITY COUNCIL “Providing quality public services Council Chambers for a better Albany community.” 333 Broadalbin Street SW Wednesday, March 9, 2011 OUR VISION IS 7:15 p.m. “A vital and diversified community that promotes a high quality of life, AGENDA great neighborhoods, balanced economic growth, and quality public services.” Rules of Conduct for Public Hearing 1. No person shall be disorderly, abusive, or disruptive of the orderly conduct of the hearing. 1. CALL TO ORDER 2. Persons shall not testify without first receiving recognition from the presiding officer and stating their 2. PLEDGE OF ALLEGIANCE TO THE FLAG full name and residence address. 3. No person shall present irrelevant, immaterial, or 3. ROLL CALL repetitious testimony or evidence. 4. There shall be no audience demonstrations such as 4. SCHEDULED BUSINESS applause, cheering, display of signs, or other conduct disruptive of the hearing. a. Legislative Public Hearing 1) Development Code Amendments. [Pages 1-28] a) DC-06-10, amending Ordinance No. 4441, which adopted the City of Albany Development Code and Zoning Map by amending the Development Code text related to allowing electric fences in the Light Industrial and Heavy Industrial zones, allowing barbed wire on livestock fencing, and clarifying the fencing standards, adopting findings, and declaring an emergency. [Pages 1-23] Action: ____________________________________________________________ ORD. NO.__________ b) DC-01-11, amending Ordinance No. 4441, which adopted the City of Albany Development Code and Zoning Map by amending the Development Code text related to providing an alternative perimeter landscaping plan when landscaping can be placed in excess public right-of-way, adopting findings, and declaring an emergency. -
Infrastructure Defense Technologies
In the United States Court of Federal Claims (Filed April 7, 2008) (Originally Filed Under Seal March 14, 2008) INFRASTRUCTURE DEFENSE ) TECHNOLOGIES, LLC, ) No. 07-582 C Plaintiff, ) (Consolidated Lead Case) ) v. ) Pre-award bid protest; subject matter ) jurisdiction; standing; prejudice; waiver; bridge THE UNITED STATES, ) contract; sole source supply contract; cross- Defendant, ) motions for judgment on the administrative ) record; motion to dismiss; one responsible and ) source exception to the Competition in ) Contracting Act; standard of review; national HESCO BASTION, LTD, ) defense and security. Defendant-Intervenor. ) ) INFRASTRUCTURE DEFENSE ) TECHNOLOGIES, LLC, ) Plaintiff, ) ) No. 07-695 C v. ) (Consolidated Member Case) ) THE UNITED STATES, ) Defendant. ) C. Joël Van Over, McLean, VA, for plaintiff. Jack Y. Chu, of counsel. David A. Harrington and A. Bondurant Eley, Commercial Litigation Branch, Civil Division, United States Department of Justice, Washington, D.C., for defendant, with whom were Jeffrey S. Bucholtz, Acting Assistant Attorney General, Jeanne E. Davidson, Director, and Brian M. Simkin, Assistant Director. Douglas C. Proxmire, Washington, D.C., for defendant-intervenor. Elizabeth Gill, of counsel. OPINION AND ORDER1/ Merow, Senior Judge In this pre-award procurement protest, brought pursuant to 28 U.S.C. § 1491(b)(1), the protestor, Infrastructure Defense Technologies, LLC (hereinafter “IDT”), seeks injunctive and declaratory relief to preclude the Defense Logistics Agency (“DLA”) from awarding a follow-on sole source Indefinite Delivery Indefinite Quantity (“IDIQ”) contract for collapsible force protection (“Concertainer”) units to Hesco Bastion, Ltd. (“Hesco”). Hesco has intervened in this action. Pursuant to RCFC 52.1, motions have been filed, by all parties, for judgment on the administrative record of this procurement which record was supplemented by the deposition of DLA official Thomas Lauersen and material submitted by plaintiff.