4429 search results for fla

SunTrail_AWP_AtAGlance_FY25-26-to-FY30-FY31_as-of-2025-07-01

Bridges over Bird Rd, SW 8th St, and Flagler St $4,080,878 CON 2027 5 454486-1-12 4 Broward Flamingo Rd, East Coast Greenway: SR A1A North of Roberta Rd to the Flagler county line $5,535,896 CON 2026 42

715-002IntReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

715-002IndReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

715-002FHWAReviewPkg

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

715-002FHWAApproved

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

7060000.impl

applied bituminous adhesive. Do not use direct flame melting units with flexible adhesives

9730000.origind

profiles located on bridge and overhead sign structures shall meet a flame spread index of Class B

DEV455PIC

substrate suitable for the application of the coating system. Flame cleaning is not allowed

7810000.FHWA

functioning flashing beacon system. Ensure that the flashing beacons use a NEMA- rated flasher, : Provide a HAR system that includes static signage with flashing beacons to notify motorists of active HAR, access to, and command and control of, the remote flashing beacon controller. Ensure, . Ensure surge protective devices meet the requirements of Section 785-2. 781-4.2.8 HAR Sign and Flashing Beacons: Provide roadside signs with flashing beacons that are activated when the associated HAR

FMTP Investment Element_2014-09-11

SR-671-2-01 Supplemental Traffic Controller HRDL Requirements

) 171 O   Test Input off Test Input # (as number A=1 B=2, etc) 172 O   Unit Flash Status change NTCIP Flash state # (0-255) 173 M   Unit Alarm Status 1 Change NTCIP Flash state # (0-255) 174 M   Alarm Group State Change NTCIP Flash state # (0-255) 175 O   Special Function Output on Special

OOM_20250121_EO-25-10

 STATE OF FL ORI D A OFFICE OF THE GOVERNOR EXECUTIVE ORDER NUMBER 25-10 (Emergency Management-Extension of Executive Order 24-208 -Hurricane Helene) WHEREAS, on September 23, 2024, I issued Executive Order 24-208, declaring a ~tate of emergency for forty-one counties across the State of Florida due to coastal flooding, erosion, heavy rainfall, flash flooding, strong winds, and severe storm surge caused by Potential Tropical Cy~lone Nine; and WHEREAS, on September 24, 2024, I issued

450-512

.) (See Note 4) Seal weld Cap to top of Plate A Galvanized Caps (16 Ga. Min.); Flat Headed Machine, a ¾" with ASTM F 835. Electroplating shall be ASTM B633, 4. Provide Electroplated, Flat Head Cap, Plate B) C (Beveled Bottom Flange (Typ.) Edge of FIB S e e P l a n s S e e P l a n

450-512

Note 4) Seal weld Cap to top of Plate A Galvanized Caps (16 Ga. Min.); Flat Headed Machine Screws, a ¾" with ASTM F 835. Electroplating shall be ASTM B633, 4. Provide Electroplated, Flat Head Cap Screws, Plate B) C (Beveled Bottom Flange (Typ.) Edge of FIB S e e P l a n s S e e P l a n s

450-512

Note 4) Seal weld Cap to top of Plate A Galvanized Caps (16 Ga. Min.); Flat Headed Machine Screws, a ¾" with ASTM F 835. Electroplating shall be ASTM B633, 4. Provide Electroplated, Flat Head Cap Screws, ) C (Beveled Bottom Flange (Typ.) Edge of FIB S e e P l a n s S e e P l a n s 90

Florida-Seaports-Mission-Plan-2023_web

 FLORIDA PORTS Florida SeaportTransportation and Economic Development Council flaports.org CONTENTS INTRODUCTION 01 GUIDING PRINCIPLES 02 FLORIDA SEAPORTS AT A GLANCE 03 ECONOMIC IMPACTS OF PORTS 04 TRADE & CARGO05 CRUISE & LEISURE11 CAPITAL IMPROVEMENT PLAN 14 Reliable, Resilient, and Ready for the Future 14 Supply Chain Resiliency 16 Environmental Resiliency 18 Workforce Resiliency 20 FUNDING THE FUTURE21 KEY TAKEAWAYS25 PORT PROFILES27 FSTED Seaport Mission Plan | 1

Project Staffing Plan

. This enhancement will add a flag to the EM locations sent to FLATIS and will result in modifications to the EM, a special flag when distributed to data subscribers such as FL-ATIS. 2.5 SPARR, DMS Multi-Threading, EM, . 2.5.3 EM Location Publish A need has been established to allow the FLATIS system to distinguish

715-002

, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Double arm configuration of Pole where Shown. and a Split Lockwasher Each Side " O.D. Flat Washers, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, (See Note 3) Tie Bars (See Note 2) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat

715-002

, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, and a Split Lockwasher and 2 - 1ƃ" O.D. Flat Steel Bolts with Hex Nuts " � Stainless ƀ Provide As Required, t e 3 ) (or W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1, ALUMINUM LIGHTING 11/01/24 turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10) spiral @ 6

715-002

, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH Jefferson, A A Each Side of Pole Where Shown Washers and a Split Lockwasher and 2 - 1ƃ" O.D. Flat Steel Bolts, SHAFT FOUNDATION ELEVATION ( S e e N o t e 3 ) (or W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths