1134 search results for curb ramp
2025FDM224SharedUsePaths
detectable warning and curb ramp requirements, unaltered shared use paths that are not in compliance, information. 224.2 Curb Ramps Provide curb ramps to be the same width as the path. At locations, for specific design criteria for curb ramps. 224.3 Detectable Warnings Provide detectable warnings, are not to exceed 5%, unless accessible ramps are provided. Maximum ramp slopes are 8.33% and can have, at interchange ramp terminals and signalized crosswalks. (4) A proposed overpass crossing (i.e., bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm224sharedusepaths.pdf?sfvrsn=8e2e93a3_12025FDM223Bikes
• Separated bicycle lanes • Bicycle ramps 223.2.1 Bicycle Lanes Bicycle lanes are a portion, lane. For projects where a bicycle lane is needed and it is not practical to move the existing curb, , unless such an extent is interrupted by a stop bar, an intersection curb radius or a bicycle lane, be considered when street-level bicycle facility transitions are needed for interchange ramps, 211.18 for ramp crossing criteria. Use the criteria contained in FDM 223.2.4 in conjunction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm223bikes.pdf?sfvrsn=25cfd6b6_52026FDM223Bikes
• Shared use paths • Separated bicycle lanes • Bicycle ramps 223.2.1 Bicycle Lanes Bicycle lanes, is needed and it is not practical to move the existing curb (e.g., RRR), the width of the bicycle, bar, an intersection curb radius or a bicycle lane marking. Include quantities in accordance, transitions are needed for interchange ramps and intersection approaches. See FDM 223.2.6 for criteria for transitioning between elevations and FDM 211.18 for ramp crossing criteria. Use the criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm223bikes.pdf?sfvrsn=2e0ebd83_5102-600IntReviewPkg
for travel lanes and multilane ramps, and 10ft width for auxiliary lanes and single lane ramps, is Used Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER, relatively flat area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed, and state highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-600intreviewpkg.pdf?sfvrsn=aade3ee5_1102-600IndReviewPkg
for travel lanes and multilane ramps, and 10ft width for auxiliary lanes and single lane ramps, is Used Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER, relatively flat area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed, and state highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-600indreviewpkg.pdf?sfvrsn=a2202caa_1102-600FHWAReviewPkg
for travel lanes and multilane ramps, and 10ft width for auxiliary lanes and single lane ramps, is Used Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER, relatively flat area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed, and state highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-600fhwareviewpkg.pdf?sfvrsn=94c39b2b_1102-600FHWAApproved
for travel lanes and multilane ramps, and 10ft width for auxiliary lanes and single lane ramps, is Used Superelevate When Smaller OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER, relatively flat area, impacted SPEED REDUCTION SIGNING TABLE 5 TABLE 6 NOTE: but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed, and state highways with a posted speed of (feet) MULTILANE RAMPS TRAVEL LANES & (feet) SINGLE LANE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-600fhwaapproved.pdf?sfvrsn=5c434d40_12024FDM225Transit
guidance relating to provisions for curb-side and street-side facilities. Refer to FDM 215, platform that is compatible with a bus that kneels or extends a ramp. A boarding and alighting area must, perpendicular to the curb or roadway edge), and a minimum clear width of 5 feet (measured parallel, a ramp with a slope of 1:6 or less. Bus stops should be located in close proximity to existing intersections, and with sidewalk access. The boarding and alighting area is to: (1) Use a Type E curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm225transit.pdf?sfvrsn=ed92fb72_12024FDM225Transit
guidance relating to provisions for curb-side and street-side facilities. Refer to FDM 215, platform that is compatible with a bus that kneels or extends a ramp. A boarding and alighting area must, perpendicular to the curb or roadway edge), and a minimum clear width of 5 feet (measured parallel, that kneels or extends a ramp with a slope of 1:6 or less. Bus stops should be located in close, ) Use a Type E curb and gutter (5” curb height) (2) Be connected to the sidewalk along the roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm225transit.pdf?sfvrsn=983eb5e8_12025FDM225Transit
guidance relating to provisions for curb-side and street-side facilities. Refer to FDM 215, that is compatible with a bus that kneels or extends a ramp. A boarding and alighting area must have a firm, to the curb or roadway edge), and a minimum clear width of 5 feet (measured parallel to the roadway, . The raised area provides a landing that is compatible with a bus that kneels or extends a ramp, , and with sidewalk access. The boarding and alighting area is to: (1) Use a Type E curb and gutter (5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm225transit.pdf?sfvrsn=164010a9_12025FDM225Transit
, commonly known as the Accessing Transit Handbook, provides guidance relating to provisions for curb-side, or extends a ramp. A boarding and alighting area must have a firm, stable, and slip-resistant surface with a minimum clear length of 8 feet (measured perpendicular to the curb or roadway edge, provides a landing that is compatible with a bus that kneels or extends a ramp with a slope of 1:6, , and with sidewalk access. The boarding and alighting area is to: (1) Use a Type E curb and gutter (5” curb height
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm225transit.pdf?sfvrsn=37fc62a4_12026FDM225Transit
to provisions for curb-side and street-side facilities. Refer to FDM 215 for criteria on the placement, that kneels or extends a ramp . A boarding and alighting area must have a firm, stable, and slip-resistant surface with a minimum clear length of 8 feet (measured perpendicular to the curb or roadway edge, area provides a landing that is compatible with a bus that kneels or extends a ramp with a slope, , and with sidewalk access. The boarding and alighting area is to: (1) Use a Type E curb and gutter (5” curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm225transit.pdf?sfvrsn=3bc339d_52026FDM225Transit
to provisions for curb-side and street-side facilities. Refer to FDM 215 for criteria on the placement, by providing a raised platform that is compatible with a bus that kneels or extends a ramp, length of 8 feet (measured perpendicular to the curb or roadway edge), and a minimum clear width of 5, that is compatible with a bus that kneels or extends a ramp with a slope of 1:6 or less. Bus stops should, and alighting area is to: (1) Use a Type E curb and gutter (5” curb height) (2) Be connected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm225transit.pdf?sfvrsn=cb5d8d6d_22024FDM223Bikes
bicycle lanes • Bicycle ramps 223.2.1 Bicycle Lanes Bicycle lanes are a portion of a curbed, . For projects where a bicycle lane is needed and it is not practical to move the existing curb (e.g., RRR, the conflict area, unless such an extent is interrupted by a stop bar, an intersection curb radius, be considered when street level bicycle facility transitions are needed for interchange ramp and intersection, for ramp crossing criteria. Use the criteria contained in FDM 223.2.4 in conjunction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm223bikes.pdf?sfvrsn=16d36cee_1449681-1 Coconut Rd RAB Imp_SCOPE CONCEPT LRE_FINAL_2024-0124 LT
& Gutter Type F (total of 276 linear feet) o Relocate pedestrian curb ramps to approximately 20-ft, . Concrete Curb & Gutter Type F (total of 323 linear feet) Page 4 of 10 o Relocate pedestrian curb ramps, and gutter and collected into curb inlets. The safety improvements to pedestrian ramps and sidewalks, .) PROPOSED PAVEMENT (TYP.) 12" WHITE (TYP.) CURB RAMPS PROPOSED CONC. (TYP.) 2'-4' SKIP 6" WHITE (TYP.) 6" YELLOW (TYP.) CURB RAMPS PROPOSED CONC. (TYP.) TO BE REPLACED EXIST. SIGNS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/449681-1-coconut-rd-rab-imp_scope-concept-lre_final_2024-0124-lt.pdf?sfvrsn=1eb19e82_1RTOC
French Drain 522-002 Detectable Warnings and Sidewalk Curb Ramps 443-002 Skimmers for French Drain, Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, 102-606 Two-Lane Roadway, Lane Closure Using Temporary Traffic Signals 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 102-607 Mobile Operations 425-021 Curb Inlet Tops - Types 5 and 6 102-608 Two-Lane, Two-Way, Temporary Diversion Connection 425-022 Curb Inlet - Type 7 102-613 Multilane Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rtoc.pdf?sfvrsn=c8fe4ca3_2RTOC
Detectable Warnings and Sidewalk Curb Ramps 444-T01 Deep Well Injection Box 522-003 Concrete Flared, Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, 102-606 Two-Lane Roadway, Lane Closure Using Temporary Traffic Signals 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 102-607 Mobile Operations 425-021 Curb Inlet Tops - Types 5 and 6 102-608 Two-Lane, Two-Way, Temporary Diversion Connection 425-022 Curb Inlet - Type 7 102-613 Multilane Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rtoc.pdf?sfvrsn=84dd2ec1_2RTOC
Curb Ramps 444-T01 Deep Well Injection Box 522-003 Concrete Flared Driveways 446-001 Concrete, - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete, Signals 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 102-607 Mobile Operations 425-021 Curb Inlet Tops - Types 5 and 6 102-608 Two-Lane, Two-Way, Temporary Diversion Connection 425-022 Curb Inlet - Type 7 102-613 Multilane Roadway, Lane Closures 425-023 Curb Inlet - Type 8 102-615 Multilane Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rtoc.pdf?sfvrsn=b0d2649d_15220000.FHWA
sidewalk curb ramps. 522-2 Materials. Meet the requirements specified in 520-2. 522-3 Forms, and driveways. Sidewalk will include sidewalk curb ramps. 522-2 Materials. Meet the requirements, . Ramps, reconstructed sidewalks, walk around sidewalks, sidewalk landings, sidewalk curb, and driveways, . 522-5.1 Expansion Joints: Form 1/2 inch expansion joints between the sidewalk and the curb or driveway, for will be plan quantity, in square yards, completed and accepted. Ramps, reconstructed sidewalks, walk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5220000.fhwa.pdf?sfvrsn=700edc9_02026FDM913TypSect
for projects with bridges (new or widened) (3) Toll sites (4) Ramps and service roads, on widening projects. (12) Curb locations and types (show Type E or F Curb, not the dimension). (13, base course Type B- 12.5 only, indicate the asphalt curb pad on the typical section and include an asphalt base curb pad detail. (6) For resurfacing projects on curbed roadways where the milling, Traffic data is required only for mainline roadways and bridges and for ramps. Show the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm913typsect.pdf?sfvrsn=fec479ec_7