4542 search results for fla

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002indreviewpkg.pdf?sfvrsn=c911e941_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwareviewpkg.pdf?sfvrsn=90b1d288_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwaapproved.pdf?sfvrsn=9822ed4_1

7060000.impl

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7060000.impl.pdf?sfvrsn=b492c0e1_0

9730000.origind

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9730000.origind.pdf?sfvrsn=41c6ba27_0

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/work-program/suntrail_awp_ataglance_fy25-26-to-fy30-fy31_as-of-2025-07-01.pdf?sfvrsn=e46d2c4f_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7810000.fhwa.pdf?sfvrsn=3b2fa83a_0

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-512.pdf?sfvrsn=b586e5b7_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-512.pdf?sfvrsn=d7ec58fd_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-512.pdf?sfvrsn=98e8a71f_1

6530202origind

746 Flammability Self-extinguishing ASTM D 635 Tensile Strength Yield, 8500 psi (58 MPa) ASTM D

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/6530202origind.pdf?sfvrsn=293f7c34_4

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/project-staffing-plan.pdf?sfvrsn=bcdc2759_1

SS9900202

of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, flanged U-channel or Square Tube steel meeting the mechanical requirements of ASTM A 499, Grade 60

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9900202.pdf?sfvrsn=9e448891_0

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-002.pdf?sfvrsn=472eab7a_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/715-002.pdf?sfvrsn=8df6d4ae_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-002.pdf?sfvrsn=3404de72_1

19-08-Godfrey-TampaBayNextProgram

fence option: Flat top picket fence Similar improvements at Chelsea Street and Lake Avenue City, , Looking West Osborne Avenue South Side, Looking West 26 8-foot gravity wall with 5-foot flat top, 8-foot gravity wall with 5-foot flat top picket fence Updated Underpass Improvements 28 Palm, − Structures − Practical Math − Plans Reading − MOT/Flagging − Site Visits − Build

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-08-godfrey-tampabaynextprogram.pdf?sfvrsn=6beebb74_1

28-08-mgodfrey-tampa-bay-effective-engagement

Avenue Preferred fence option: Flat top picket fence Similar improvements atChelsea Street, with 5-foot flat top picket fence Updated Underpass Improvements 25 26 11/20/2025 14 14 th Street 15 th Street 8-foot gravity wall with 5-foot flat top picket fence Updated Underpass, /Flagging − Site Visits − Build relationships with community partners − Community partners recruit

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-october/28-08-mgodfrey-tampa-bay-effective-engagement.pdf?sfvrsn=be68e6d_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/sr-671-2-01-supplemental-traffic-controller-hrdl-requirements.docx?sfvrsn=95382fa5_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/owodp/oom_20250121_eo-25-10.pdf?sfvrsn=32461900_1
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