4070 search results for fla
SPM1070000-723-i18574
-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18- inch X 18-inch fluorescent orange warning flags mounted on each side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm1070000-723-i18574.pdf?sfvrsn=c8657ae_2SPM1070000-122
-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18-inch X 18-inch fluorescent orange warning flags mounted on each side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm1070000-122.pdf?sfvrsn=1a48e2d0_2SPM1070000-722-i17947
-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18-inch X 18-inch fluorescent orange warning flags mounted on each side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm1070000-722-i17947.pdf?sfvrsn=e37d0ccf_2SPM1070000-122origind
located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18- inch X 18-inch fluorescent orange warning flags mounted on each side of the rear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/review-package/spm1070000-122origind.pdf?sfvrsn=81239485_4SPM1070000-122impl
mowing equipment with a slow-moving vehicle sign located on the rear of the tractor, amber flashing light or white strobe light mounted on the tractor, 18-inch X 18-inch fluorescent orange warning flags
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/implemented/spm1070000-122impl.pdf?sfvrsn=d281541a_2520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max, PLAN ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/520-001.pdf?sfvrsn=d9639d08_1520-001
. pavement on tangents and flat curves are to match the pavement joints at 10' centers (max.). Contraction, ELEVATION PLAN ELEVATION PLAN FLARED END CURB TYPE A STRAIGHT END FLARED END STRAIGHT END 2 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/520-001.pdf?sfvrsn=4fb7cf7e_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_0447435 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_1RStructures
) " 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_5RStructures
2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3, " 4 1 " 2 1 L - 4 ' - 2 " " 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 DETAILS 8" 3 " " 4 1 2 " 4 1 4 " 4 3 3 8 " " Dia, (Symmetrical About the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rstructures.pdf?sfvrsn=e7b03f28_4RStructures
2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3, " 4 1 " 2 1 L - 4 ' - 2 " " 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 DETAILS 8" 3 " " 4 1 2 " 4 1 4 " 4 3 3 8 " " Dia, (Symmetrical About the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rstructures.pdf?sfvrsn=303da709_4F6010NonTechSpecs
other materials Deck (check for flatness, machine and resurface if needed) 7.2.2.2 Crankshaft, . 7.2.2.3 Heads Check for flatness; resurface if necessary, Check valves for sealing; valve job, , and terminals shall be formed neatly with wires grouped in bundles using non-metallic, flame-resistant wiring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6010/f6010nontechspecs.pdf?sfvrsn=e12774c5_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_1SCI 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_1