3723 search results for fla
RStructures
) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3 NOTES: 2. See Section B-B for dimension, " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR, the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE 10/01/20 C (CY) (CY) 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rstructures.pdf?sfvrsn=9c032eac_5447435 Technical Scope_Final
, CATV; FPL – Gas; Fla Gas Trans – Gas; Gulfstream – Natural Gas; Frontier – CATV, Comm Lines, (23) existing flared concrete driveway turnouts that vary in width and location and should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435-technical-scope_final.pdf?sfvrsn=c64b8a4a_1521-481
be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, (See Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared, only) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab, Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-481.pdf?sfvrsn=f476e57d_1521-483
shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, ) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical, of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME, (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-483.pdf?sfvrsn=4b8bd303_1521-481
be burned off 1" below existing adjoining areas and finish flat by grouting or grinding as required, Flared Portion of Wing Wall Match Line (See Sheet 1) Front Face of Backwall, Begin or End Bridge, Flared Slab (Location Varies) Edge of Existing Approach Max. (Front Face Wing Wall only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-481.pdf?sfvrsn=42c6a1c4_1521-483
shall be burned off 1" below existing concrete and grouted over. and finish flat by grouting, Note 1) Parallel Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion, . (Middle row of bars only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT, .) Varies (Match Length of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-483.pdf?sfvrsn=fed97cae_1Martin Co_Monterey Rd ConceptDev_Appendix
during the study month for a congested TMC, flag it as construction-affected. Figure 7 shows a location, , flag it as programmed. 4.) Manual Screening – Upon site review, determine if characteristics, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3, . "*" Locations flagged in the screening process due to 1) limited data availability, 2) dense urban settings, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/montereyrd-fec-study-documents/martin-co_monterey-rd-conceptdev_appendix.pdf?sfvrsn=69f8a97a_15710000.fhwa
material having defects, tears, punctures, flaws, deterioration or other damage before, during or after, . TheEngineer will reject any material having defects, tears, punctures, flaws, deterioration or other damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5710000.fhwa.pdf?sfvrsn=35679320_06410202.FHWA
finished castings must have a smooth finish free from cracks, blow-holes, shrinks, and other flaws, , and other flaws. All roller fairlead frames must be corrosion resistant stainless steel or aluminum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/6410202.fhwa.pdf?sfvrsn=6bfd2b5a_0SCI Smart Cushion - NCHRP350 - Manual
)........................................................................... J Concrete Block, 30 Inch (762 mm), Flared, o n c r e t e B lock, 36 Inch (915mm) , Flared, that provide a flat outer redirective surface for side impacts. The sled provides redirective support, , and are designed for work zone and permanent applications. Foundations Foundations must be a flat surface, and will extend our installation length 53 inches • Transition - Concrete Block, 30 Inch, Flared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/sci-smart-cushion---nchrp350---manual.pdf?sfvrsn=e8f1e076_1715-002IntReviewPkg
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002intreviewpkg.pdf?sfvrsn=d6e14f0a_1715-002IndReviewPkg
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_1715-002FHWAReviewPkg
, 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_1715-002FHWAApproved
, 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_1Spill Mitigation Guidelines for the Mitigation of Accidental Discharges of Motor Vehicle Fluids (Non-Cargo)
flammable material from catching fire . Vehicle fluid spills, which have soaked into the soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/spill-mitigation-guidelines-for-the-mitigation-of-accidental-discharges-of-motor-vehicle-fluids-(non-cargo).pdf?sfvrsn=6a261d21_1SPM4270000-724-i19416
conditions and worker safety; cleanup accomplished without heavy use of flammable or hazardous chemicals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm4270000-724-i19416.pdf?sfvrsn=6b123346_1SPM4270000-725-i19886
conditions and worker safety; cleanup accomplished without heavy use of flammable or hazardous chemicals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm4270000-725-i19886.pdf?sfvrsn=1b900a03_1SSM4270000-723-i18613
and worker safety; cleanup accomplished without heavy use of flammable or hazardous chemicals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm4270000-723-i18613.pdf?sfvrsn=99541889_2SSM4270000-122
and worker safety; cleanup accomplished without heavy use of flammable or hazardous chemicals; extraneous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm4270000-122.pdf?sfvrsn=4eea932d_2SSM4270000-722-i17982
and worker safety; cleanup accomplished without heavy use of flammable or hazardous chemicals; extraneous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm4270000-722-i17982.pdf?sfvrsn=f802d1f5_2