Miami Harbor NOAA Chart 11468
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Portmiami Cruise Terminal Miami, Florida
CASE STUDY PortMiami Cruise Terminal Miami, Florida HISTORY In the early 1900s, a powerful hurricane hit the southern end of Florida, creating what is now called Government Cut, by splitting the southernmost tip of Miami Beach. This cut was dredged, along with a new channel, to Bicentennial Park in the heart of downtown Miami. The new access to the mainland created the Main Channel, and shipping access to the new port was greatly improved. The remains from the dredging were used to create three new islands, Dodge, Lummus, and Sam’s Islands. In 1960, the County and City commissioners of Miami-Dade approved the construction of the new PortMiami. This new port would be built on Dodge Island, which was to be connected to both Lummus and Sam’s Islands. Upon construction of the new seawalls, transit shed A, the administration building, and a new vehicle and railroad bridge, operations were transferred from the mainland port to the new PortMiami on the wholly man-made Dodge Island. PROBLEM PortMiami is recognized as the Cruise Capital of the World. It has retained its status as the number one cruise passenger port in the world for well over four decades, accommodating cruise vessels of many major cruise lines. In 2010, PortMiami handled more than 4.1 million cruise passengers. As the population of South Florida grew, so did the needs of PortMiami. The cruise industry supports one of the biggest economic generators for the region, tourism. PortMiami plans to remain number one by competing for the growing cruise industry. To accommodate for this growth, Unmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise CASE STUDY PortMiami Cruise Terminal the port must begin to invest in a new, larger Global and their supplier, Nucor Skyline, to PROJECT PARTNERS terminal complex. -
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 -
Miami-Dade County Beach Erosion Control Master Plan
Miami-Dade County Beach Erosion Control Master Plan Page 1 of 35 Miami-Dade County Beach Erosion Control Master Plan TABLE OF CONTENTS Page 2 of 35 Table of ContentsDRAFT Miami-Dade County Beach Erosion Control Master Plan TABLE OF CONTENTS Executive Summary .....................................................................................................................5 Introduction and Purpose...........................................................................................................9 Conditions .....................................................................................................................................9 Project Need ..................................................................................................................................9 Project Design.............................................................................................................................10 Project Funding ..........................................................................................................................11 Initial Project Construction......................................................................................................12 On-Going Projects .....................................................................................................................13 Developing Alternative Sand Source And Usage Programs .............................................16 Periodic Nourishment and Maintenance ..............................................................................19 -
Segment 16 Map Book
Hollywood BROWARD Hallandale M aa p 44 -- B North Miami Beach North Miami Hialeah Miami Beach Miami M aa p 44 -- B South Miami F ll o r ii d a C ii r c u m n a v ii g a tt ii o n Key Biscayne Coral Gables M aa p 33 -- B S a ll tt w a tt e r P a d d ll ii n g T r a ii ll S e g m e n tt 1 6 DADE M aa p 33 -- A B ii s c a y n e B a y M aa p 22 -- B Drinking Water Homestead Camping Kayak Launch Shower Facility Restroom M aa p 22 -- A Restaurant M aa p 11 -- B Grocery Store Point of Interest M aa p 11 -- A Disclaimer: This guide is intended as an aid to navigation only. A Gobal Positioning System (GPS) unit is required, and persons are encouraged to supplement these maps with NOAA charts or other maps. Segment 16: Biscayne Bay Little Pumpkin Creek Map 1 B Pumpkin Key Card Point Little Angelfish Creek C A Snapper Point R Card Sound D 12 S O 6 U 3 N 6 6 18 D R Dispatch Creek D 12 Biscayne Bay Aquatic Preserve 3 ´ Ocean Reef Harbor 12 Wednesday Point 12 Card Point Cut 12 Card Bank 12 5 18 0 9 6 3 R C New Mahogany Hammock State Botanical Site 12 6 Cormorant Point Crocodile Lake CR- 905A 12 6 Key Largo Hammock Botanical State Park Mosquito Creek Crocodile Lake National Wildlife Refuge Dynamite Docks 3 6 18 6 North Key Largo 12 30 Steamboat Creek John Pennekamp Coral Reef State Park Carysfort Yacht Harbor 18 12 D R D 3 N U O S 12 D R A 12 C 18 Basin Hills Elizabeth, Point 3 12 12 12 0 0.5 1 2 Miles 3 6 12 12 3 12 6 12 Segment 16: Biscayne Bay 3 6 Map 1 A 12 12 3 6 ´ Thursday Point Largo Point 6 Mary, Point 12 D R 6 D N U 3 O S D R S A R C John Pennekamp Coral Reef State Park 5 18 3 12 B Garden Cove Campsite Snake Point Garden Cove Upper Sound Point 6 Sexton Cove 18 Rattlesnake Key Stellrecht Point Key Largo 3 Sound Point T A Y L 12 O 3 R 18 D Whitmore Bight Y R W H S A 18 E S Anglers Park R 18 E V O Willie, Point Largo Sound N: 25.1248 | W: -80.4042 op t[ D A I* R A John Pennekamp State Park A M 12 B N: 25.1730 | W: -80.3654 t[ O L 0 Radabo0b. -
SMART Plan Rapid Transit Corridors Projects Update
SMART Plan Rapid Transit Corridors Projects Update Prepared for: Miami Downtown Development Authority October 23, 2020 SMART Plan The SMART Plan will expand the existing fixed guideway system, comprised of a 25-mile Metrorail and downtown Metromover, with six rapid transit corridors that add over 70 miles of rapid transit network and link major local and regional activity centers A bold infrastructure program of projects • Significantly improve transportation mobility • Promote economic growth and job creation • Increase region’s international competitiveness TPO’s SMART Plan video: https://youtu.be/Sw8xKaHd4XI 2 In 2002, the County passed the referendum to collect a half-cent sales tax for transportation improvements Subsequently the County conducted corridor studies in order to pursue Federal and State Funding Due to the economic crisis in the late 2000s, the County paused studies to reconsider how to successfully implement rapid transit solutions In 2016, the Miami-Dade Transportation Planning Organization adopted the Strategic Miami Area Rapid Transit (SMART) Plan and initiated another round of studies for the six rapid transit corridors with cost-effectiveness as a factor to be evaluated Rapid Transit 6 Corridors Beach Corridor East-West Corridor Kendall Corridor North Corridor Northeast Corridor South Corridor South Corridor - Selection of Transit Mode • Bus Rapid Transit • Chosen as Locally Preferred Alternative by TPO on August 30, 2018 5 South Corridor - Timeline FTA Timeline ✓ July 2017 – FTA Class of Action ✓ BRT: NEPA Cleared ✓ August 2018 – TPO Selected BRT as the LPA ✓ October 2018 – Entered into FTA Small Starts Project Development ✓ August 2019 – Submitted FTA Small Starts Application requesting $99,999,999 ✓ February 2020 – Received Overall High Rating from FTA ✓ May 2020 – FTA Announced Funding Award ✓ Sept 2020 –FTA Grant Agreement Execution Procurement and Implementation Timeline ✓ Jun. -
Traffic Report from 04/10/2020 to 04/17/2020
THIS DOCUMENT INCLUDES FDOT SCHEDULED CONSTRUCTION-RELATED LANE CLOSURES ON STATE ROADS, FOR CORRIDORS TO/FROM AND IN MIAMI BEACH. FRIDAY, 04/10/2020 TO FRIDAY, 04/17/2020 SR 9A/I-95 FROM NW 29 ST TO NW 131 ST FIN #: 429300-3-52-01 & 429300-3-52-02 CONTRACTOR HAS COMPLETED ALL MAJOR CONCRETE REPLACEMENT OPERATIONS AND IS CURRENTLY WORKING ON SMOOTHING OUT THE NEW PAVEMENT, PLACING PERMANENT STRIPING AND GENERAL PUNCH LIST ITEMS LANE CLOSURES: • FRIDAY, APRIL 10 THROUGH SUNDAY, APRIL 12 - Up to four southbound I-95 general-purpose lanes will be closed from NW 79 Street to NW 29 Street on Friday and Saturday between the hours of 9 p.m. and noon, and on Sunday between the hours of 8 p.m. and 8 a.m. Two lanes will be closed at 9 p.m. and the remaining lanes will be closed at 10 p.m. • FRIDAY, APRIL 10 THROUGH SUNDAY, APRIL 12 - Up to four northbound I-95 general-purpose lanes from NW 29 Street to NW 81 Street will be closed on Friday and Saturday between the hours of 9 p.m. and noon, and on Sunday between the hours of 8 p.m. and 8 a.m. • SUNDAY, APRIL 12 - The southbound 95 Express Lanes will be closed from the Golden Glades Interchange to SR 112 on Sunday between the hours of 8 p.m. and 8 a.m. • MONDAY, APRIL 13 THROUGH THURSDAY, APRIL 16 - The northbound 95 Express Lanes will be closed from SR 112 to the Golden Glades Interchange between the hours of 8 p.m. -
Nature-Based Coastal Defenses in Southeast Florida Published by Coral Cove Dune Restoration Project
Nature-Based Coastal Defenses Published by in Southeast Florida INTRODUCTION Miami Beach skyline ©Ines Hegedus-Garcia, 2013 ssessments of the world’s metropolitan areas with the most to lose from hurricanes and sea level rise place Asoutheast Florida at the very top of their lists. Much infrastructure and many homes, businesses and natural areas from Key West to the Palm Beaches are already at or near sea level and vulnerable to flooding and erosion from waves and storm surges. The region had 5.6 million residents in 2010–a population greater than that of 30 states–and for many of these people, coastal flooding and erosion are not only anticipated risks of tomorrow’s hurricanes, but a regular consequence of today’s highest tides. Hurricane Sandy approaching the northeast coast of the United States. ©NASA Billions of dollars in property value may be swept away in one storm or slowly eroded by creeping sea level rise. This double threat, coupled with a clearly accelerating rate of sea level rise and predictions of stronger hurricanes and continued population growth in the years ahead, has led to increasing demand for action and willingness on the parts of the public and private sectors to be a part of solutions. Practical people and the government institutions that serve them want to know what those solutions are and what they will cost. Traditional “grey infrastructure” such as seawalls and breakwaters is already common in the region but it is not the only option. Grey infrastructure will always have a place here and in some instances it is the only sensible choice, but it has significant drawbacks. -
SECTION ELEVEN: GENERAL INFORMATION Section Eleven: General Information
Tariff No. 010 EFFECTIVE OCTOBER 1, 2020 SECTION ELEVEN: GENERAL INFORMATION Section Eleven: General Information 800. MIAMI HARBOR The Miami Harbor embraces the artificial basins, slips and channels that have been dredged along the bay front of Miami and in the bay and through the waters of Biscayne Bay to the ocean, and is located generally at Latitude 25-46' No. Longitude 80-10'W. 802. MAIN CHANNEL The entrance to the main channel is directly east of the City of Miami, approximately 4.5 miles. The sea buoy marking the channel entrance through the reef is about 2 miles offshore. The entrance is an artificial cut 800 feet wide flair, known as Government Cut, dredged across the southern end of Miami Beach. It is protected by jetties and is well marked. A channel has been developed to a control depth of 52 feet deep, and 500 feet wide on the sea end to the jetties. The main channel along the northside of Lummus and Dodge Islands is 500 feet wide with a 36 foot control depth which continues westward across Biscayne Bay to the main turning basin. 806. FISHERMAN’S CHANNEL From Government Cut, the Fisherman's Channel has been dredged with a control depth of 50 feet for the easternmost 6,120 feet and 540 feet wide and a control depth of 34 feet for 5,283 feet and 500 feet wide to the west. Fisherman's Channel provides a direct connection to the wharves on the south side of Dodge and Lummus Islands and the mouth of the Miami River. -
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. -
Beach Corridor Preliminary Engineering Report
Preliminary Engineering Report First Draft For the Beach Corridor Rapid Transit Project Project Development and Environment (PD&E) Study Prepared for: MIAMI-DADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS Prepared by: Parsons Corporation January 2020 DRAFT Preliminary Engineering Report Beach Corridor Rapid Transit Project Table of Contents PROJECT SUMMARY ................................................................................ 7 1.1. INTRODUCTION ............................................................................................................................... 7 1.2. STUDY AREA .................................................................................................................................... 7 1.3. PURPOSE & NEED ........................................................................................................................... 8 1.4. PROJECT CORRIDOR AND SUB-AREAS ..................................................................................... 10 1.5. PROJECT HISTORY ....................................................................................................................... 10 1.6. COMMITMENTS .............................................................................................................................. 11 1.7. LIST OF TECHNICAL DOCUMENTS ............................................................................................. 12 EXISTING CONDITIONS & ENVIRONMENTAL CONSIDERATIONS .... 14 2.1. INTRODUCTION ............................................................................................................................ -
Metromover System Expansion Study Final Report
Metromover System Expansion Study Final Report Work Order #GPC V-16 Metromover System Expansion Study Final Report Work Order #GPC V-16 Metromover System Expansion Study Final Report Work Order #GPC V-16 Metromover System Expansion Study Final Report Prepared for: Miami-Dade County Metropolitan Planning Organization Prepared by: Work Order # GPC V-16 September 2014 This Page Intentionally Left Blank Miami-Dade MPO Metromover System Expansion Study Table of Contents Table of Contents .................................................................................................................................................................................................i List of Figures ..................................................................................................................................................................................................... iv List of Tables ........................................................................................................................................................................................................ v List of Appendices ............................................................................................................................................................................................ vi 1.0 Introduction ............................................................................................................................................................................................. 1 1.1 Study Need ..................................................................................................................................................................................