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Guide to Brevard County
Table of Contents Electricity .……………………………...2 Utilities ………………………………....3 Department of Motor Vehicles ………4 Housing & Public Transportation...….5 Medical Services……………………...6 Area Hospitals………………………...7 Post Offices……………………………8 Public Libraries………………………..9 Law Enforcement……………………10 ELECTRICITY Florida Power & Light Co. (FPL) FPL requires a deposit that varies according to customer’s credit rating. An initial services charge is included on the first bill. A certificate of occupancy following an electrical inspection is required for first time service. To receive FPL service, contact: Customer Service: (321) 723-7795 or go to: www.fpl.com Back to Contents Gas, Water, Sewer, Trash Florida City Gas supplies natural gas to most of Brevard. For Customer Service: 800-993-7546 or go to: www.floridacitygas.com Water Sewer & Trash services are provided by City. Cocoa: For Customer Service: (321) 433-8400 or go to: www.cocoafl.org Melbourne: For Customer Service: (321) 953-6390 or go to: www.melbourneflorida.org Titusville: For Customer Service: (321) 383-5775 or go to: www.titusville.com Palm Bay: For Customer Service: (321) 952-3420 or go to: www.palmbayflorida.org Back to Contents DRIVER’S LICENSE, VEHICLE REGISTRATION, TAG, & TITLE SERVICES For details about how to obtain Florida Driver’s License Go to: http://www.hsmv.state.fl.us/html/dlnew.html Now, you can take appointment online for driver licenses, driving tests, & Florida ID cards Go to: http://www.hsmv.state.fl.us/offices/brevard.html This web page also provides links to:- Motor Vehicle Services at Brevard county Tax Collector’s office for your vehicle registration, tag, and titles. -
68: Protest, Policing, and Urban Space by Hans Nicholas Sagan A
Specters of '68: Protest, Policing, and Urban Space by Hans Nicholas Sagan A dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Architecture in the Graduate Division of the University of California, Berkeley Committee in charge: Professor Galen Cranz, Chair Professer C. Greig Crysler Professor Richard Walker Summer 2015 Sagan Copyright page Sagan Abstract Specters of '68: Protest, Policing, and Urban Space by Hans Nicholas Sagan Doctor of Philosophy in Architecture University of California, Berkeley Professor Galen Cranz, Chair Political protest is an increasingly frequent occurrence in urban public space. During times of protest, the use of urban space transforms according to special regulatory circumstances and dictates. The reorganization of economic relationships under neoliberalism carries with it changes in the regulation of urban space. Environmental design is part of the toolkit of protest control. Existing literature on the interrelation of protest, policing, and urban space can be broken down into four general categories: radical politics, criminological, technocratic, and technical- professional. Each of these bodies of literature problematizes core ideas of crowds, space, and protest differently. This leads to entirely different philosophical and methodological approaches to protests from different parties and agencies. This paper approaches protest, policing, and urban space using a critical-theoretical methodology coupled with person-environment relations methods. This paper examines political protest at American Presidential National Conventions. Using genealogical-historical analysis and discourse analysis, this paper examines two historical protest event-sites to develop baselines for comparison: Chicago 1968 and Dallas 1984. Two contemporary protest event-sites are examined using direct observation and discourse analysis: Denver 2008 and St. -
Taconic Physiography
Bulletin No. 272 ' Series B, Descriptive Geology, 74 DEPARTMENT OF THE INTERIOR . UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR 4 t TACONIC PHYSIOGRAPHY BY T. NELSON DALE WASHINGTON GOVERNMENT PRINTING OFFICE 1905 CONTENTS. Page. Letter of transinittal......................................._......--..... 7 Introduction..........I..................................................... 9 Literature...........:.......................... ........................... 9 Land form __._..___.._.___________..___._____......__..__...._..._--..-..... 18 Green Mountain Range ..................... .......................... 18 Taconic Range .............................'............:.............. 19 Transverse valleys._-_-_.-..._.-......-....___-..-___-_....--_.-.._-- 19 Longitudinal valleys ............................................. ^...... 20 Bensselaer Plateau .................................................... 20 Hudson-Champlain valley................ ..-,..-.-.--.----.-..-...... 21 The Taconic landscape..................................................... 21 The lakes............................................................ 22 Topographic types .............,.....:..............'.................... 23 Plateau type ...--....---....-.-.-.-.--....-...... --.---.-.-..-.--... 23 Taconic type ...-..........-........-----............--......----.-.-- 28 Hudson-Champlain type ......................"...............--....... 23 Rock material..........................'.......'..---..-.....-...-.--.-.-. 23 Harder rocks ....---...............-.-.....-.-...--.-......... -
Construction Guidelines for Wildlife Fencing and Associated Escape and Lateral Access Control Measures
CONSTRUCTION GUIDELINES FOR WILDLIFE FENCING AND ASSOCIATED ESCAPE AND LATERAL ACCESS CONTROL MEASURES Requested by: American Association of State Highway and Transportation Officials (AASHTO) Standing Committee on the Environment Prepared by: Marcel P. Huijser, Angela V. Kociolek, Tiffany D.H. Allen, Patrick McGowen Western Transportation Institute – Montana State University PO Box 174250 Bozeman, MT 59717-4250 Patricia C. Cramer 264 E 100 North, Logan, Utah 84321 Marie Venner Lakewood, CO 80232 April 2015 The information contained in this report was prepared as part of NCHRP Project 25-25, Task 84, National Cooperative Highway Research Program, Transportation Research Board. SPECIAL NOTE: This report IS NOT an official publication of the National Cooperative Highway Research Program, Transportation Research Board, National Research Council, or The National Academies. Wildlife Fencing and Associated Measures Disclaimer DISCLAIMER DISCLAIMER STATEMENT The opinions and conclusions expressed or implied are those of the research agency that performed the research and are not necessarily those of the Transportation Research Board or its sponsors. The information contained in this document was taken directly from the submission of the author(s). This document is not a report of the Transportation Research Board or of the National Research Council. ACKNOWLEDGEMENTS This study was requested by the American Association of State Highway and Transportation Officials (AASHTO), and conducted as part of the National Cooperative Highway Research Program (NCHRP) Project 25-25 Task 84. The NCHRP is supported by annual voluntary contributions from the state Departments of Transportation. Project 25-25 is intended to fund quick response studies on behalf of the AASHTO Standing Committee on the Environment. -
Official MISSION KIT We Will Turn Our Faces to the Sun, and Our Dreams to the Stars
official MISSION KIT We will turn our faces to the sun, and our dreams to the stars. We will take selfies with America’s icons, and shake hands with its heroes. We will marvel at humanity’s past, and glimpse AT what its future holds. We will explore everything from the Atlantic to Atlantis, stopping only to watch the sun go down and the rockets go up. Most of all, we will collect experiences just as surely as we collect shells. Because we are Vacationauts. And in Florida, more than anywhere else in the world, wE ARE GO. MEDIA CONTACTS Florida: Tara Tufo, 646.468.8834, [email protected] NYC: Terry Preston, 917.494.5313, [email protected] BE A VACATIONAUT! 4 MULTI-MEDIA CAMPAIGN 7 The VACATIONAUT COMMUNITY 8 BADGES, RANKS and MORE 13 DESTINATION SPACE: COLLECTIBLE POSTERS 25 The FUTURE of SPACE TOURISM is NEAR 28 KNOW Your LAUNCH VEHICLES 30 SPACE TIMELINE 32 The WORLD’S GATEWAY to SPACE 35 ATLANTIC to ATLANTIS 36 ABOUT WE ARE GO 39 ABOUT SPACE FLORIDA 40 ABOUT PARADISE ADVERTISING 43 All DIGITAL ASSETS ARE LOCATED ON ENCLOSED USB CARD 3 BE A VACATIONAUT! The quest to explore space has inspired countless generations, and this pursuit is still alive and thriving in Florida — America’s iconic launch pad to the stars. The desire to break one’s earthly bonds is the foundation of We Are Go’s new Vacationauts campaign. 4 We Are Go, Space Florida’s consumer facing brand, is looking for the next generation of recreational space explorers — the Vacationauts! Their mission is to make space a part of their epic Florida vacation. -
2006 19Th International Lightning Detection Conference
19th International Lightning Detection Conference 24-25 April • Tucson, Arizona, USA 1st International Lightning Meteorology Conference 2006 26-27 April • Tucson, Arizona, USA LIGHTNING PROBABILITY FORECASTS AT KENNEDY SPACE CENTER/CAPE CANAVERAL AIR FORCE STATION, FLORIDA Winfred Lambert* and Mark Wheeler ENSCO, Inc/Applied Meteorology Unit Cocoa Beach, FL William Roeder USAF 45th Weather Squadron 1. INTRODUCTION 2005 lightning season. In order to use the complex equations, the AMU provided a graphical user The 45th Weather Squadron (45 WS) provides interface (GUI) that the forecasters could use to comprehensive weather services to America’s input the required parameter values and output the space program at Cape Canaveral Air Force probability of lightning occurrence for the day. Station (CCAFS) and Kennedy Space Center (KSC). Two of the services provided by the 45 WS are the daily 24-Hour and Weekly Planning Forecasts, both of which include a probability of lightning occurrence. This information is used for general planning of operations at CCAFS and KSC. These facilities are located in east-central Florida at the east end of ‘Lightning Alley’, seen in Figure 1 as the red area oriented southwest to northeast across the center of Florida. The current lightning probability forecast is based on a subjective analysis of model and observational data and the output from a new objective lightning forecast tool (Lambert et al. 2005, Lambert and Wheeler 2005) developed by the Applied Meteorology Unit (AMU) (Bauman et al. 2004). This paper describes the new lightning probability Figure 1. Mean annual lightning flash density forecast tool and on-going efforts to improve its across the continental U.S., 1989 – 1998. -
Cast-In-Place Concrete Barriers
rev. May 14, 2018 Cast-In-Place Concrete Barriers April 23, 2013 NOTE: Reinforcing steel in each of these barrier may vary and have been omitted from the drawings for clarity, only the Ontario Tall Wall was successfully crash tested as a unreinforced section. TEST LEVEL NAME/MANUFACTURER ILLUSTRATION PROFILE GEOMETRIC DIMENSIONS CHARACTERISTICS AASHTO NCHRP 350 MASH New Jersey Safety-Shape Barrier TL-3 TL-3 32" Tall 32" Tall The New Jersey Barrier was the most widely used safety shape concrete barrier prior to the introduction of the F-shape. As shown, the "break-point" between the 55 deg and 84 deg slope is 13 inches above the pavement, including the 3 inch vertical reveal. The flatter lower slope is intended to lift the vehicle which TL-4 TL-4 http://tf13.org/Guides/hardwareGuide/index.php?a absorbs some energy, and allows vehicles impacting at shallow angles to be 32" Tall 36" Tall X ction=view&hardware=111 redirected with little sheet metal damage; however, it can cause significant instability to vehicles impacting at high speeds and angles. Elligibility Letter TL-5 TL-5 B-64 - Feb 14, 2000 (NCHRP 350) 42" Tall 42" Tall NCHRP Project 22-14(03)(MASH TL3) NCHRP 20-07(395) (MASH TL4 & TL5) F-shape Barrier TL-3 TL-3 The F-shape has the same basic geometry as the New Jersey barrier, but the http://tf13.org/Guides/hardwareGuide/index.php?a 32" Tall 32" Tall "break-point" between the lower and upper slopes is 10 inches above the ction=view&hardware=109 pavement. -
Structural Design Guidelines
Engineering Department Structural Design Guidelines Last Updated: 04/01/2017 Reviewed/Released 2018 v1.1 Engineering Department Manual Structural - TOC TABLE OF CONTENTS 1.0 OVERVIEW ............................................................................................ 1 2.0 TECHNICAL AND CODE STANDARDS/REGULATIONS .................................. 2 2.1 AVAILABLE STRUCTURAL TECHNICAL CODES AND STANDARDS ............................................... 2 2.1.1 BUILDINGS (1) ........................................................................................................... 2 2.1.2 BRIDGES (2) .............................................................................................................. 2 2.1.3 FEMA (SEISMIC) (3) .................................................................................................. 2 2.1.4 HELIPORT (4) ............................................................................................................ 2 2.1.5 PORTS (5) ................................................................................................................. 2 2.1.6 RAIL (6) .................................................................................................................... 2 2.2 AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) (7) ........................................................ 2 2.3 FACTORY MUTUAL INSURANCE COMPANY (FMRC) (8) .............................................................. 2 2.4 AMERICAN CONCRETE INSTITUTE (ACI) (9) .............................................................................. -
Preliminary Bedrock Geologic Map of the Chittenden Quadrangle Rutland County, Vermont
U.S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL SURVEY Preliminary Bedrock Geologic Map of the Chittenden Quadrangle Rutland County, Vermont By Nicholas M. Ratcliffe U.S. Geological Survey Open File Report 97-703 1997 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards nor with the North American Stratigraphic Code. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. INTRODUCTION The bedrock of the Chittenden quadrangle consists of Middle Proterozoic through Cambrian metasedimentary and metaigneous rocks that lie along the western flank of the Green Mountain massif in south-central Vermont. The Green Mountain massif is cored by highly deformed and extensively retrograded schists and schistose gneisses derived from once high-grade gneisses that were intruded and originally metamorphosed during the Grenville orogeny prior to about 950 Ma. Upper Proterozoic through Cambrian metaclastic rocks, referred to as the western cover sequence, form a cover sequence that was deposited unconformably on the older schists and gneisses. The upper part of the cover sequence consists of marine-shelf carbonate rocks of the Vermont Valley sequence that developed on the stable Atlantic-type continental margin prior to the deformation in the Taconian orogeny during the Middle to Upper Ordovician. In the Taconian orogeny, rocks of this area were thrust faulted and metamorphosed to biotite grade. The basement rocks were altered by low-grade remetamorphism and hydration to such an extent that the Grenvillian mineral assemblages, schistosity, and gneissosity are presently barely recognizable. -
U.S. Coast Guard Units in FLORIDA
U.S. Coast Guard Units in the State of Florida Seventh Coast Guard District Headquarters Office Tel: (305) 415-6670 909 S.E. First Avenue, Suite 944 Miami, FL Coast Guard Air Station Miami Tel: (305) 953-2100 14750 N.W. 44th Court Opa Locka Airport Opa Locka, FL 33054 Coast Guard Air Station Clearwater Tel: (727) 535-1437 15100 Rescue Way Clearwater, FL 33762-1437 Coast Guard Marine Safety Office / Marine Safety Unit Tampa Tel: (813) 228-2191 155 Columbia Drive Tampa, FL 33606-3598 Coast Guard Civil Engineering Unit Miami Tel: (305) 278-6700 15608 S.W. 117th Avenue Miami, FL 33177-1630 Coast Guard Helicopter Interdiction Tactical Squadron (HITRON) Jacksonville Tel: (904) 594-6800 6213 Aviation Avenue, Bldg. 1846 Jacksonville, FL 32221-8120 Coast Guard Station St. Petersburg Tel: (727) 824-7670 600 8th Avenue SE St. Petersburg, FL 33701-5099 Coast Guard Station Ft. Myers Beach Tel: (941) 463-5754 719 San Carlos Drive Fort Myers Beach, FL 33931-2221 1 S Coast Guard tation Ft. Pierce Tel: (561) 464-6100 900 Seaway Drive Fort Pierce, FL 34949-3039 Coast Guard Station Islamorada Tel: (305) 664-4404 183 Palermo Drive Islamorada, FL 33036-3317 Coast Guard Station Lake Worth Inlet Tel: (561) 840-8503 3300 Lakeshore Drive Riviera Beach, FL 33404-2406 Coast Guard Station Marathon Tel: (305) 743-1945 1800 Overseas Highway Marathon, FL 33050-2199 Coast Guard Station Ft. Lauderdale Tel: (954) 927-1611 P.O. BOX 537 Broward County Park 7000 N. Ocean Drive Dania, FL 33004-3079 Coast Guard Station Ponce De Leon Inlet Tel: (386) 428-9085 2999 North Peninsula Avenue New Smyrna Beach, FL 32169-2041 Coast Guard Station Port Canaveral Tel: (321) 853-7601 9235 Grouper Road Cape Canaveral, FL 32920-4402 Coast Guard Station Sand Key Tel: (727) 596-8540 1375 Gulf Boulevard Clearwater, FL 33767-2899 Coast Guard Station Key West Tel: (305) 292-8862 Building 101, Trumbo Point Key West, FL 33040-6695 2 Coast Guard Station Yankeetown Tel: (352) 447-6900 P.O. -
Georgia Department of Transportation
Updated 10-23-19 Georgia Department of Transportation Page 1 NPE Status Report --- Listed Alphabetically by Company Name NPE# Manufacturer Product Name / Description Estimated Time Contact Info Fee Status / Progress for Lab/Field Paid Report Evaluation 1107-3 3M Company "3M Scotch-Weld HoldFast 70" -- Complete -- Accepted 7910-1 3M Company 3M Brand Galvinizing -- Complete -- No Status 8002-1 3M Company / Traffic Control Devices Dept. Loop Sealant -- Complete -- No Status 0704-3 A.W.Cook Cement Products, Inc. "Cook Brand Rapid Cure Repair" - Rapid setting -- Complete -- Withdrawn/No Action cement/sand grout. 9512-5 ABT, Inc. PolyDrain (Surface Drainage System) -- Complete -- No Application 7809-1 Acme Highway Products Corp. Fiberglass Dowel Bars -- Complete -- No Status 7707-1 Acme Highway Products Corp. Acmaseal -- Complete -- No Status 0307-4 ACO Polymer Products, Inc. "FG200 Fiberglass" 8" internal, Heavy duty -- Complete -- No Application fiberglass trench drain. 0307-3 ACO Polymer Products, Inc. "K100S Trench Drain" 4" Internal, Polymer -- Complete -- No Application Concrete Trench. 0307-2 ACO Polymer Products, Inc. "S300K Powerdrain" 12" internal, Polymer -- Complete -- No Application Concrete Trench. 0307-1 ACO Polymer Products, Inc. "S100K Powerdrain" 4" internal, Polymer -- Complete -- Accepted Concrete Trench. 1302-1 Active Minerals International, LLC "ACTI-GEL 208" Nov-13 Complete No application 9601-1 ADDCO Manufacturing The Signal DTS-2000 (Construction work zone -- Complete -- No Application sign) 9510-1 ADS N-12 (Smooth Lined -
Dorset Village Plan
Revitalizing Southern Vermont’s Villages Dorset, Vermont August 2013 Dorset Revitalization Planning Dorset VT Dorset is a town in Bennington County, Vermont, United States. Dorset is famous for being the location of Cephas Kent's Inn, where four meetings of the Convention that signed the Dorset Accords led to the independent Vermont Republic, and future statehood. Dorset is home to America's oldest marble quarry and is the birthplace of Alcoholics Anonymous co-founder Bill W. East Dorset is the setting of the Bill Wilson House and the Griffith Library. The East Dorset marble quarry was established by Bill W's great grandfather and stayed in the family for 3 generations. Marble from these quarries provided stone for the New York Public Library Main Branch building in New York City The Town of Dorset has an area of 29,463 acres, or 46.04 square miles, made up of many types of land and waterways: flat valley land, swamps, rolling hills, steep mountains, streams and rivers. 14,228 acres contain slopes in excess of 20%, and 2,880 acres have elevations above 2500 feet. The physiography of the Town may be described as two roughly north-south valleys, which contain most of Dorset's development, together with parts of three north-south mountainous areas, which define the valleys. The eastern edge of the Town runs along the western slope of the Green Mountains. The southwestern corner of the Town occupies the northeastern slope of Mother Myrick Mountain, in the Taconic Mountain Range. Thrusting into Dorset from the north is a mountainous area, also part of the Taconic Range, extending south from Dorset Mountain, whose summit, close to the northern town line, is over 3800 feet above sea level.