2414 search results for fla

EO-23-172

determined that there is a continuing risk of dangerous storm surge, heavy rainfall, flash flooding, , DeSoto, Dixie, Duval, Flagler, Franklin, Gadsden, Gilchrist, Gulf, Hamilton, Hardee, Hernando

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/owodp/eo-23-172.pdf?sfvrsn=83fe09dd_1

EO-23-175

risk of dangerous storm surge, heavy rainfall, flash flooding, strong winds, hazardous seas, , Brevard, Calhoun, Charlotte, Citrus, Clay, Collier, Columbia, DeSoto, Dixie, Duval, Flagler, Franklin

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/owodp/eo-23-175.pdf?sfvrsn=572bb700_1

2024FDM213ModRoundabout

of the intersection should be as flat as practical to allow the circulatory roadway pavement to slope, roadway and receiving lane as shown in Figure 213.4.1 . Providing a flat exit radius also helps, overlap. The potential for increased speeds associated with a flatter exit design should be considered, and R5) that provides the smoothest and flattest path possible for a single vehicle (assumed 6 feet, for pedestrians. Provide flat exit geometry when no pedestrian facilities are present. 213.8

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm213modroundabout.pdf?sfvrsn=1b71186a_2

700-120

' - 0 " Solar Panel Compartment Solar Battery Beacon Flashing 12" Yellow Beacon Flashing 12" Yellow 1 ' - 0 " Beacon Flashing 12" Yellow Sheet 2 See DETAIL "A", Sheet 2 See, Flashing Beacon Sign Panel (48" x 48") 1 ' - 0 " S e e I n d e x 7 0 0 - 1 0 1 1, ASSEMBLY-1 FRONT ELEVATION SIDE ELEVATION FLASHING WHEN SIGN WARNING 1 0 / 2 7 / 2 0 2 3 9, powered) similar. 1. Type A2 Assembly (conventionally powered) is shown. 20 12" Yellow Flashing Beacon

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-120.pdf?sfvrsn=61211309_2

Exhibit 212-2 and 3

UNDIVIDED FLARED - SYMMETRICAL L* (See Exhibit 212-3 ) 1:4, 50 ft. min. Deceleration Length (L, Length (L) See Exhibit 212-1 For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/exhibit-212-2-and-3.pdf?sfvrsn=cb64db82_1

StandardPlansfy2021-22ebook

AFAD Automated Flagger Assistance Device ----------------- D ----------------- Grd. Ground AISC, Of Traffic R/W Right Of Way THW or THWN Insulation (Flame Retardant, Moisture MPH or mph Miles Per Hour RC, " Pipe 521-510 Concrete Barrier/Noise Wall (8'-0") 430-020 Flared End Section 521-511 Concrete Barrier, and Sidewalk Curb Ramps 443-002 Skimmers for French Drain Outlets 522-003 Concrete Flared Driveways, Rectangular Rapid Flashing Beacon Assembly 715-001 Conventional Lighting 659-010 Span Wire Mounted Sign

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2022/standardplansfy2021-22ebook.pdf?sfvrsn=652da1ea_3

450-452

¡ Strand N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r E = W - 3, ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t, (Sides) TYPICAL SECTION Flange) Bottom (Side of MARK SIZE NUMBERS NOTE NUMBER REQUIRED, 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE DETAIL 6 6 3 6 6 See Table

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-452.pdf?sfvrsn=5541ad2e_1

450-453

* ¡ outermost ¡ Strand N & FSB Flange Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r, N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2, . *** At the Contractor's option, the Optional (Sides) TYPICAL SECTION Flange) Bottom (Side of MARK SIZE NUMBERS, or 4D2 10 (End 1) 10 (End 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE DETAIL 6 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-453.pdf?sfvrsn=d8fec8f4_1

450-452

N & FSB Flange W Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r E = W - 3, ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o, (Sides) TYPICAL SECTION Flange) Bottom (Side of MARK SIZE NUMBERS NOTE NUMBER REQUIRED LENGTH, ) ELEVATION Direction of Stationing END 1 END 2 FLANGE DETAIL 6 6 3 6 6 See Table Varies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-452.pdf?sfvrsn=73495f5b_1

450-453

* ¡ outermost ¡ Strand N & FSB Flange Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C o v e r E, strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t o m ) 2, option, the Optional (Sides) TYPICAL SECTION Flange) Bottom (Side of MARK SIZE NUMBERS NOTE, or 4D2 10 (End 1) 10 (End 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE DETAIL 6 6 3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-453.pdf?sfvrsn=736c5cf2_1

ALL-FMPP-Slides

) • Non-Governmental -> Private Companies and Non-profits • Programs: • Federal -> FLTP, FLAP, Coverage of Need How: A = LRTP B,C = FLTP/FLAP Profiles integrated in State and local plans, Systems and Processing • Technical Report on existing data management systems • FLTP/FLAP Profiles, LINKAGES BETWEEN FED LANDS AND FED-AID 41 FLMA LRTPs National/Regional FLTP/FLAP Profiles,  Work to be Executed under FY19 NPS PA and joint funded in FY20 and beyond 1. Creating FLTP/FLAP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/all-fmpp-slides.pdf?sfvrsn=697ba8b5_1

ICYMI - Governor DeSantis Issues Updates on State Preparations Ahead of Tropical Storm Debby

, Fla.— Today, Governor DeSantis provided updates on Tropical Storm Debby at the State Emergency, parent facilities, and is evaluating major institutions that may be at risk of flash flooding, with Florida’s Water/Wastewater Agency Response Network (FlaWARN), the Florida Rural Water

https://www.fdot.gov/info/co/news/2024/08042024

FLEAT 350 Inspection Checklist

 FLEAT 350 INSPECTION CHECKLIST Page 1 of 2 Inventory ID District County State Road Number Section Sub-Section Roadway ID Mile Post Compliant Guardrail Terminal Element YES NO 1. The rail height is in accordance with the plans (generally 27-3/4" above the edge of the shoulder). 2. The rail at post #1 is placed at a straight flare (offset between 2’-6” & 4'-0") over the 37’-6” terminal length. 3. The rail is not attached to the post at post location #3 or post location #1. 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-350-inspection-checklist.pdf?sfvrsn=9f59b0ca_1

Pledge_POSTCARD

 BE RAIL SMART PLEDGE FOR RAIL CROSSING SAFETY I pledge to always stay safe around train tracks by committing to the following: 1. Never stop on top of train tracks. 2. Stop when I see red flashing lights, when the barrier comes down, or I hear train bells and whistles. 3. Never try to beat the train – they are always faster and closer than they seem. 4. Never play on train tracks. By signing this pledge, I commit to being rail smart and promoting safety around train tracks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/agencyresources/be-rail-smart/pledge_postcard.pdf?sfvrsn=71357d6_1

2025FDM212Intersections

. 212.3 Intersection Types Conventional intersection configurations include flared and channelized intersections (divided and undivided). Flared intersections are illustrated in Figure 212.3.1, . Topic #625-000-002 FDOT Design Manual 212 - Intersections Figure 212.3.1 Flared Intersections, roads should be as flat as practical on those sections that are to be used for the queuing, commonly known as intersection plateauing is applied. Plateauing refers to flattening

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm212intersections.pdf?sfvrsn=5eeca16b_3

E1W56-R0BidTabs

TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 5.000 EA 1,750.00000 8,750.00 2,200.00000, TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH 5.000 EA 1,750.00000 8,750.00 2,000.00000, 5.00000 7,500.00 0145 E536322501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) 10.000 EA 60.00000 600.00 400.00000 4,000.00 100.00000 1,000.00 0150 E536322502 END ANCHOR ASSEM FLARED (REPL, END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) 10.000 EA 100.00000 1,000.00 125.00000 1,250.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/nov23/e1w56-r0bidtabs.pdf?sfvrsn=98feb3b2_1

E1X48-R0

E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 2.000 Page 13 Bid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/e1x48-r0.pdf?sfvrsn=848c667_1

oom_20240630_floridabridgeinformation_3rdqtr

FloridaFlagler730058 State Highway AgencySR-100 WB over IWWSR-100 WB9,200IWW Flagler Beach1996 5/15/202399.399.08 Central FloridaFlagler730059 State Highway AgencySR-100 EB over IWWSR-100 EB9,200IWW Flagler

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240630_floridabridgeinformation_3rdqtr.pdf?sfvrsn=8751fca9_1

fm5-507

to air. This must be done well away from buildings or flammable substances. 7.4 Do not empty contents into a waste bin. Keep away from sparks and flames. FLORIDA DEPARTMENT OF TRANSPORTATION State

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-507.pdf?sfvrsn=d597711d_5
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