Rickenbacker Causeway and Venetian Causeway Safety and Resiliency Improvements and Replacements Overview
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Fen Causeway
Fen Causeway An important vehicular route which crosses the attractive rural spaces of Coe Fen and Sheep’s Green with views back towards the city. Fen Causeway was built in as one of the main routes the 1920s to link Newnham around Cambridge, but the village with Trumpington negative effect of this traffic Road and to provide access is mitigated by the pastural to the south of the city. Its setting and the views of the construction was the subject River Cam with the historic of fierce local opposition city centre beyond. at the time. The road was built on the line of Coe Fen Lane, which joined the footpaths that crossed Coe Fen and Sheep’s Green. Today the road is very busy Fen Causeway SIGNIFICANCE - SIGNIFICANT General Overview At its eastern end Fen Causeway passes between the large properties of the Leys School to the south and the Royal Cambridge Hotel and University Department of Engineering to the north. Although the hotel is built up against the pavement, the car parks to the rear provide a large open space, whilst the school and engineering department stand back from the road behind high walls. The setback makes the street a light space, although the high buildings to either side channel views along the street in both directions. The grounds on either side provide greenery that softens the streetscene. The Royal Cambridge Hotel North House of the Leys School provides architectural interest as part of the late Victorian Methodist School complex, built in red brick with exuberant stone and brick detailing which provides a strong vertical emphasis. -
Miami Marine Stadium Boat Ramp
Project Name: Miami Marine Stadium Boat Ramp Permittee/Authorized Entity: City of Miami c/o Daniel Rotenberg, Director DREAM 444 SW 2nd Avenue Miami, Florida 33130 Email: [email protected] Authorized Agent: TYLIN International c/o Sara Gutekunst Email: [email protected] Environmental Resource Permit - Granted State-owned Submerged Lands Authorization – Not Applicable U.S. Army Corps of Engineers Authorization –Separate Corps Authorization Required Permit No.: 13-306513-011-EI Permit Issuance Date: November 28, 2018 Permit Construction Phase Expiration Date: November 28, 2023 Environmental Resource Permit Permit No.: 13-306513-011-EI PROJECT LOCATION The activities authorized by this Permit are located within Biscayne Bay, within the Biscayne Bay Aquatic Preserve, Outstanding Florida Waters, Class III Waters, adjacent to 3501 Rickenbacker Causeway, Miami, (Section 17, Township 54 South, Range 42 East), in Miami-Dade County (Latitude N 25° 44’ 34.35”, Longitude W 80° 10’ 10.43”). Offsite mitigation will occur at various locations within Biscayne Bay Aquatic Preserve. PROJECT DESCRIPTION This permit authorizes the installation of two fixed/floating dock finger piers totaling 1,481 sq. ft, installation of a 60 ft. by 86 ft. (5,160 sq. ft.) boat ramp, and 218 ln. ft. of riprap that extends 6 ft. waterward of MHWL. A portion of the boat ramp is located within the footprint of a previously existing non-functional boat ramp and will be expanded from the historic location. This permit authorizes 4,211 ft² of work in surface waters. The bottom substrate consists of a sandy, silty muck bottom layer with scattered shell and rock along with submerged aquatic vegetation, including seagrass and macroalgae. -
Evaluation of Green Colored Bicycle Lanes in Florida
Florida Department of Transportation Evaluation of Green Colored Bicycle Lanes in Florida FDOT Office State Materials Office Report Number FL/DOT/SMO 17-581 Authors Edward Offei Guangming Wang Charles Holzschuher Date of Publication April 2017 Table of Contents Table of Contents ............................................................................................................................. i List of Figures ................................................................................................................................. ii List of Tables .................................................................................................................................. ii EXECUTIVE SUMMARY ........................................................................................................... iii INTRODUCTION .......................................................................................................................... 1 Background ..................................................................................................................................... 1 OBJECTIVE ................................................................................................................................... 3 TEST EQUIPMENT ....................................................................................................................... 4 DYNAMIC FRICTION TESTER (DFT) ................................................................................... 4 CIRCULAR TRACK METER (CTM) ...................................................................................... -
Front Desk Concierge Book Table of Contents
FRONT DESK CONCIERGE BOOK TABLE OF CONTENTS I II III HISTORY MUSEUMS DESTINATION 1.1 Miami Beach 2.1 Bass Museum of Art ENTERTAINMENT 1.2 Founding Fathers 2.2 The Wolfsonian 3.1 Miami Metro Zoo 1.3 The Leslie Hotels 2.3 World Erotic Art Museum (WEAM) 3.2 Miami Children’s Museum 1.4 The Nassau Suite Hotel 2.4 Pérez Art Museum Miami (PAMM) 3.3 Jungle Island 1.5 The Shepley Hotel 2.5 Miami Science Museum 3.4 Rapids Water Park 2.6 Vizcaya Museum & Gardens 3.5 Miami Sea Aquarium 2.7 Frost Art Museum 3.6 Lion Country Safari 2.8 Museum of Contemporary Art (MOCA) 3.7 Seminole Tribe of Florida 2.9 Lowe Art Museum 3.8 Monkey Jungle 2.10 Flagler Museum 3.9 Venetian Pool 3.10 Everglades Alligator Farm TABLE OF CONTENTS IV V VI VII VIII IX SHOPPING MALLS MOVIE THEATERS PERFORMING CASINO & GAMING SPORTS ACTIVITIES SPORTING EVENTS 4.1 The Shops at Fifth & Alton 5.1 Regal South Beach VENUES 7.1 Magic City Casino 8.1 Tennis 4.2 Lincoln Road Mall 5.2 Miami Beach Cinematheque (Indep.) 7.2 Seminole Hard Rock Casino 8.2 Lap/Swimming Pool 6.1 New World Symphony 9.1 Sunlife Stadium 5.3 O Cinema Miami Beach (Indep.) 7.3 Gulfstream Park Casino 8.3 Basketball 4.3 Bal Harbour Shops 9.2 American Airlines Arena 6.2 The Fillmore Miami Beach 7.4 Hialeah Park Race Track 8.4 Golf 9.3 Marlins Park 6.3 Adrienne Arscht Center 8.5 Biking 9.4 Ice Hockey 6.4 American Airlines Arena 8.6 Rowing 9.5 Crandon Park Tennis Center 6.5 Gusman Center 8.7 Sailing 6.6 Broward Center 8.8 Kayaking 6.7 Hard Rock Live 8.9 Paddleboarding 6.8 BB&T Center 8.10 Snorkeling 8.11 Scuba Diving 8.12 -
City of Miami Beach Lobbyist with Active Issues
Thursday, July 16, 2020 Last Name City of Miami Beach Lobbyist With Active Issues Amaya Edmar M Amaya Status: Active Annual Fee Paid on: 2020-02-04 Registration Date Principal Item Issue Disc. Amt: $375.00/hr 2020-02-04 Daniel & Beth Martin DRB 19-0468; 4880 Pine Tree Drive DRB 19-0468; 4880 Pine Tree Drive Amster Matthew Amster Status: Active Annual Fee Paid on: 2019-10-01 Registration Date Principal Item Issue Disc. Amt: $325.00 hourly 2012-02-22 1906 Collins, LLC - Mathieu Massa, Development approvals and permitting 1908 Collins Ave. Manager issues for property located at 1908 Collins Avenue Disc. Amt: $325.00 hourly 2012-07-11 CG Sunny Isles, LLC CG Sunny Isles Development approvals and permitting Collins Park Hotel Project I, LLC, & CG Sunny Isles II, LLC - issues for one hotel project located at Joseph & Meyer Cherit 2000 & 2030 Park Avenue, 2035 Washington Avenue, 425 & 435 20th Street and 430 21st Street Disc. Amt: $350 per hour 2013-02-26 Greystone Terra Firma, LLC - The Development approvals and permitting 1920 Collins Avenue Greystone Hotel c/o Trans Inns issues, including, but not limited to Management variance from the Board of Adjustment and Historic Preservation Board approvals for the Greystone Hotel at 1920 Collins Avenue Disc. Amt: $350.00 hourly 2013-04-29 Fisher Island Community Association, Development approvals & Permitting Ferry service at 120 MacArthur Inc. issues for Parking Garage and over Cwy. water platform for ferry service located at 120 MacArthur Causeway. Disc. Amt: $400 hourly 2014-05-09 South Beach Tristar, LLC. Development approvals and permitting 1620 Drexel Ave. -
MSRP Appendix A
APPENDIX A: RECOVERY TEAM MEMBERS Multi-Species Recovery Plan for South Florida Appendix A. Names appearing in bold print denote those who authored or prepared Appointed Recovery various components of the recovery plan. Team Members Ralph Adams Geoffrey Babb Florida Atlantic University The Nature Conservancy Biological Sciences 222 South Westmonte Drive, Suite 300 Boca Raton, Florida 33431 Altimonte Springs, Florida 32714-4236 Ross Alliston Alice Bard Monroe County, Environmental Florida Department of Environmental Resource Director Protection 2798 Overseas Hwy Florida Park Service, District 3 Marathon , Florida 33050 1549 State Park Drive Clermont, Florida 34711 Ken Alvarez Florida Department of Enviromental Bob Barron Protection U.S. Army Corps of Engineers Florida Park Service, 1843 South Trail Regulatory Division Osprey, Florida 34229 P.O. Box 4970 Jacksonville, Florida 32232-0019 Loran Anderson Florida State University Oron L. “Sonny” Bass Department of Biological Science National Park Service Tallahassee, Florida 32306-2043 Everglades National Park 40001 State Road 9336 Tom Armentano Homestead, Florida 33034-6733 National Park Service Everglades National Park Steven Beissinger 40001 State Road 9336 Yale University - School of Homestead, Florida 33034-6733 Forestry & Environmental Studies Sage Hall, 205 Prospect Street David Arnold New Haven, Connecticut 06511 Florida Department of Environmental Protection Rob Bennetts 3900 Commonwealth Boulevard P.O. Box 502 Tallahassee, Florida 32399-3000 West Glacier, Montana 59936 Daniel F. Austin Michael Bentzien Florida Atlantic University U.S. Fish and Wildlife Service Biological Sciences Jacksonville Field Office 777 Glades Road 6620 Southpoint Drive South, Suite 310 Boca Raton, Florida 33431 Jacksonville, Florida 32216-0912 David Auth Nancy Bissett University of Florida The Natives Florida Museum of Natural History 2929 J.B. -
Virginia Key Beach County Park
South Florida Geological Site Guide series Department of Earth Sciences Florida International University, University Park, SW 8th Street & 107 Avenue, Miami, FL 33199 www.fiu.edu/~geology No. 03 VIRGINIA KEY BEACH COUNTY PARK (v.1.0, 5-06) Prepared by Grenville Draper Department of Earth Sciences Location and access Take the Rickenbacker Causeway as if going to the beaches on Key Biscayne. Just after passing the Seaquarium (and just before the bridge to Key Biscayne), turn left on the road that leads to the water treatment plant and the parking area for Virginia Key beach. (Unless you have made prior arrangements, you will have to pay the entrance fee to the park). Continue until the fork in the road, then turn right into the parking area. What there is to see Aspects of beach dynamics and erosion. Backround Like Miami Beach and Key Biscayne, Virginia Key is a sedimentary barrier island. Virginia Key and Key Biscayne are parts of the barrier island system which stretches along most of the coast of southeastern Florida. About 20,000 years ago, a glacial period ended and the climate began to warm. During the glacial period, sea level had been as much as 100m. (300 ft.) below present sea level. As the climate warmed, sea level started to rise to its present level. It is from this period that the barrier islands of Miami Beach, Virginia Key, and Key Biscayne began to be formed. Sediments were carried by longshore currents, and consisted of a mixture of carbonate (shell fragments, coral fragments, etc.) and quartz sand. -
ROAD CLOSURE ADVISORY SUNDAY, JANUARY 29Th, 2017 6 Am
ROAD CLOSURE ADVISORY SUNDAY, JANUARY 29th, 2017 6 a.m. – 2 p.m. MIAMI, FL – The following road closures will take place around the city on Sunday, January 29th, 2017 for the 15th Annual Miami Marathon and Half Marathon produced by Life Time Fitness Athletic Events. The race will begin at 6:00 a.m. at the American Airlines Arena downtown and will proceed to Miami Beach via the MacArthur Causeway, up Ocean Drive, over the Venetian Causeway and as far south as Coconut Grove. All participants are completely off the of the course by 2:00 PM for the reopening of the roads, however, most of the roadways will be clear before then due to the rolling reopening procedures. Roads will be closed and managed by the City of Miami, Miami Beach and Miami Dade Police Departments. It is recommended that the Julia Tuttle Causeway be utilized for access to and from Miami Beach until 10:00 a.m. Street Direction From To Close Open Biscayne Blvd (Sat 1/28 - Sun 1/29) Northbound SE 4th Street E Flagler Street 8:00 AM 4:00 PM Biscayne Blvd (Sun 1/29) Northbound NE 5th Street NE 11th Terrace 12:00 AM 9:00 AM MacArthur Causeway Eastbound Biscayne Blvd Alton Rd/5th Street 5:00 AM 8:10 AM Alton Rd/5th/South Pointe Drive NB/SB 5th Street South Point Drive 5:00 AM 8:25 AM Ocean Drive NB/SB South Point Drive 15th Street 5:55 AM 8:25 AM Washington Ave NB/SB 7th Street 17th Street 6:00 AM 8:50 AM Pennsylvania Ave NB/SB 7th Street 8th Street 6:10 AM 9:00 AM 17th St Westbound Washington Ave Dade Blvd 6:10 AM 9:30 AM Dade Blvd Westbound West Ave Bridge Venetian Causeway -
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee in Fulfillment of Session Law 2008‐107
Stormwater Runoff from Bridges Final Report to Joint Legislation Transportation Oversight Committee In Fulfillment of Session Law 2008‐107 Prepared by: URS Corporation – North Carolina 1600 Perimeter Park Drive Suite 400 Morrisville, NC 27560 Prepared for: NC Department of Transportation Hydraulics Unit 1590 Mail Service Center Raleigh, NC 27699‐1590 919.707.6700 July 2010 (May 2012) Cover Photos: C. dubia photo provided by Jack Kelly Clark, courtesy of University of California Statewide Integrated Pest Management Program. All other photos by authors. This page intentionally left blank Stormwater Runoff from Bridges Final Report Revision History Date Description May 9, 2012 Errors in the calculation of unit event loads, annual loading rates, and runoff volumes were corrected. The following updates associated with the corrections were incorporated: Pages 4‐9 through 4‐16 in section 4 were updated, including all text and tables: o Table 4.2‐2 on pages 4‐10 through 4‐13 was updated with corrected median unit event loads and average unit annual loading rates. o Table 4.2‐3 on page 4‐14 was updated with corrected annual loading rate values. o Table 4.2‐4 on page 4‐16 was updated with corrected annual loading rate values. All tables in Appendix 3‐G (Tables 3‐G.1 to 3‐G.15) were updated with corrected runoff volume values. This page intentionally left blank Stormwater Runoff from Bridges Final Report Table of Contents Executive Summary ..............................................................................................................................ES-1 -
Americanairlines Arena Event Parking
N MIAMI AVE NE 2 N BAYSHORE DR NW 1 NW 1 ND NW 1 AVE TH ST TH ST NW 19 NW 19 ST CT ST AVE TH TH ST NE 18 ST NE 18 ST NW 3 NE 4 PL CITY OF MIAMI CITY CEMETARY TH TH AVE RD NW 18 ST NW 2 PUBLIX AVE SUPER NE 17TH TER MARKET ND TH AVE NE 17 TER NE MIAMI CT NE MIAMI PL TH NW 17 ST TH NW 1 TH AMERICANAIRLINES ARENA DR BAYSHORE N NW 17 ST NE 17 ST NE 1 HILTON ST CT TH MIAMI ACCESS TO ST NE 17 ST NW 16TH TER EVENT CT DOWNTOWN I-95 NORTH / PARKING MAP CHECKERS SOUTH & SR 112 TH TH NE 16 ST TH NW 16 ST N MIAMI AVE NE 16 ST NW 1 VIA 38TH ST NW 16TH ST NW 1 ST ST AVE TH PL NE 15 TER BISCAYNE BLVD BISCAYNE TH NW 2 NW 15 ST NE MIAMI PL TH DR BAYSHORE N TH NE 15 ST VENETIAN CAUSEWAY NW 15 ST NE 1 ND AVE TH PLAZA HERALD TH ST NE 14 TER NE 2 NW 14 TER CT ND TH AVE TH NE 1 ST NE MIAMI CT NE 14 DOLPHIN EXPY (TOLLNW 14 ROAD) ST NE 14TH ST ST ADRIENNE AVE ARSHT CENTER ADRIENNE ARSHT CENTER NW 2 TH NW 1 NW 3 ST NE 13 MACARTHUR CAUSEWAY NW 1 ND NW 1 ST RD AVE PL AVE ST TH CT ST NE 12 ST PEREZ ART AVE MUSEUM MIAMI NE 1 TH ST TH ST NE 11 NW 11 UHAUL BISCAYNE BLVD BISCAYNE ST MUSEUM PARK ACCESS TO I-95 AVE NORTH / SOUTH TH NE 10TH ST NW 3 & 836NW 10 WEST ST RD NW 1 AVE TH NE 9TH ST ST NW 9 ST AVE TERREMARK TH NW 8TH ST NE 8 ST NW 1 N MIAMI AVE NE 2 NW 2 ST TH ND ND CT NE 7 ST AVE AVE FREEDOM TOWER NW 3 PORT BLVD NE 1 TH PORT BLVD NE 6TH ST NE 6 ST RD ST AVE AVE TH TH NE 5 ST NW 5 ST CHURCH BAYSIDE MIAMI DADE MARKETPLACE COLLEGE FEDERAL COURT NE 4TH ST HOUSE MIAMI DADE NE 2 BISCAYNE BLVD COLLEGE ND RD RD NW 3 ST NE 3 ST AVE ND ND ST NE 2 ST N MIAMI AVE NE 2 BAYFRONT PARK ST NW 1ST ST NE 1 ST DADE COUNTY COURTHOUSE W FLAGLER ST SE 1 ST AVE ACCESS TO I-95 SW 1ST ST NORTH / SOUTH & 836 WEST ND SE 2 ST INTERCONTINENTAL MIAMI RIVER HOTEL RD RD SE 3 ST SW 3 ST AVE WATER S 4 ST ALTERNATIVE PARKING OPTION LOCATION KEY AVAILABLE PUBLIC PARKING METROMOVER ROUTE All available public parking areas are marked in RED PERMANENTLY CLOSED LOTS METROMOVER STOPS on map. -
Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019
St. Tammany Parish Emergency Operations Plan Office of Homeland Security and Emergency Preparedness January 2019 Review and Updated January 2019 ST. TAMMANY PARISH TABLE OF CONTENTS EMERGENCY OPERATIONS PLAN Table of Contents Promulgation Statement ....................................................................................................... viii Concurrence ............................................................................................................................ x Foreword ............................................................................................................................... xix Record of Changes ................................................................................................................. xxi Record of Distribution .......................................................................................................... xxiii Basic Plan ................................................................................................................................ 1 I. PURPOSE AND SCOPE .......................................................................................................... 1 II. SITUATION AND ASSUMPTIONS ........................................................................................... 2 III. CONCEPT OF OPERATIONS ................................................................................................... 4 IV. ORGANIZATION AND ASSIGNMENT OF RESPONSIBILITIES .................................................... 5 V. DIRECTION AND CONTROL -
VENETIAN CAUSEWAY (Venetian Way) Project Development & Environment (PD&E) Study from NORTH BAYSHORE DRIVE to PURDY AVENUE
VENETIAN CAUSEWAY (Venetian Way) Project Development & Environment (PD&E) Study FROM NORTH BAYSHORE DRIVE TO PURDY AVENUE FM No. 422713-2-22-01 Efficient Transportation Decision Making (ETDM): 12756 Project Advisory Group (PAG) Meeting No. 2 February 24, 2015 Florida Department of Transportation - District 6 1 Project Team PROJECT MANAGER Dat Huynh, PE CONSULTANT PROJECT MANAGER: Enrique “Rick” Crooks, PE 2 Agenda • PD&E Process and Status • Purpose of Project Advisory Group (PAG) Meeting #2 • Study Parameters • Alternatives Matrix and Flowchart • No-Build Alternatives • Build Alternatives • Other Considerations • Summary 3 PD&E Process and Status Public Engineering Environmental Involvement Analysis Analysis Public Kickoff Data Collection: Engineering, Environmental, Environmental Meeting Historic Resources Analysis No Build Build • PAG Meetings • CRC Meetings • Newsletters Rehabilitation Replacement • One on One Alternatives Alternatives Meetings Environmental • Agency Select Viable Select Viable Documents Meetings Rehabilitation Replacement Alternatives Alternatives Alt. Public Workshop Select Recommended Alternative Public Hearing Value Engineering Final Documents for Federal Highway Administration Approval Completed or In-Progress Future Steps 4 Purpose of PAG 2 The purpose of the PAG is to ensure that the range of stakeholder views regarding possible improvements to the Venetian Causeway is clearly understood and fully considered by the project team. • Alternatives being considered as part of the study will be presented for input. • The presentation will address the ability of the alternatives to safely carry traffic, pedestrians and bicyclists. • The possible impacts of the different alternatives on the environment, historic resources, aesthetics and the public will also be presented. 5 Study Parameters Purpose and Need for Project The purpose of the proposed project is to examine the potential replacement or rehabilitation of the twelve existing bridges (ten low-level fixed spans and two movable bascules).