1066 search results for curb ramp

Small Business Reserved Contracts

Description: Inlets/Curb Repairs - P Financial Project ID#44648417202 State Funded, Financial Project ID #: 437868-1-62-01 Project Description: SR-80 Southern Blvd. ramps and SR-7/US-441

https://www.fdot.gov/equalopportunity/reservedcontracts.shtm

SPI-515-052

. A handrail is required where there are 3 or more steps and on ramps with a grade steeper than 5, , the concrete foundation (sidewalk, retaining wall, curb, etc.) must meet or exceed the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-052.pdf?sfvrsn=e4c1d2a4_1

Track the Status of Revisions Current

522-002 Detectable Warnings and Sidewalk Curb Ramps Response Response Approved 524-001 Ditch Pavement

https://www.fdot.gov/design/standardplans/irr/Status-Current

SPI-515-062

and on ramps with a grade steeper than 5% to conform to the requirements of the Americans, stability against overturning, the concrete foundation (sidewalk, retaining wall, curb, etc.) must

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-062.pdf?sfvrsn=675bf4b8_1

2024FDM113RWRequirements

to interchange connection-points designed with entrance and exit ramps and limits access to motorized, in the project area. Avoid multiple acquisitions from the same owner at ramp terminals, intersections, (b) Cross section elements, transit facilities, ditches, curb returns and sidewalks (c) Driveway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm113rwrequirements.pdf?sfvrsn=2c044642_1

2025FDM113RWRequirements

to interchange connection-points designed with entrance and exit ramps and limits access, multiple acquisitions from the same owner at ramp terminals, intersections and by future FDOT projects, hes, curb returns and sidewalks (c) Driveway and street connections (2) The drainage designer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm113rwrequirements.pdf?sfvrsn=944a36b0_1

2025FDM113RWRequirements

to interchange connection-points designed with entrance and exit ramps and limits access, by others in the project area. Avoid multiple acquisitions from the same owner at ramp terminals, ) Cross section elements, transit facilities, ditches, curb returns and sidewalks (c) Driveway and street

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm113rwrequirements.pdf?sfvrsn=53e4a500_1

2026FDM113RWRequirements

. This limits public access to interchange connection-points designed with entrance and exit ramps and limits, at ramp terminals, intersections and by future FDOT projects. (9) Check for potentials of hazardous, and bridges (b) Cross section elements, transit facilities, ditc hes, curb returns and sidewalks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm113rwrequirements.pdf?sfvrsn=5b9fc1a1_3

2026FDM113RWRequirements

. This limits public access to interchange connection-points designed with entrance and exit ramps and limits, at ramp terminals, intersections and by future FDOT projects. (9) Check for potentials of hazardous, and bridges (b) Cross section elements, transit facilities, ditc hes, curb returns and sidewalks

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm113rwrequirements.pdf?sfvrsn=7558d7dd_1

102-200FHWA-Approved

DETOUR BRIDGE 102-200 1 7 GENERAL NOTES: NonCurb NonCurb NonCurb NonCurb Curb Curb Curb Curb 20' 15' 10' 5' 20' 15' 10' 5' 5'-3" 5'-3" 5'-3" 5'-3" 6'-9" 6'-9" 6'-9" 6'-9, '-6" 24'-0" Clear Roadway Width 1'-6" Grade Beam Approach Roadway 5'-0" Approach Span Ramp, '-0" Max. AB1 Truss Panels (Typ.) AB3 Bracing Frame (Typ.) 2'-6" Ramp Span 2'-6" 5'-0" 5'-0" Approach Span End Post (Typ.) AB5 or AB6 Steel Grid Deck & Curb Pavement Approach Asphalt Grade

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200fhwa-approved.pdf?sfvrsn=e9380afd_1

E1W47Addendum001

Recovery ($2,000/$350/$5,200) (SP0081200) (Ramps) A002j Partnering ($5,000) (SP0080306) A002k DRB / 54, o Cattlemen Road o I-75 SB Ramps o I-75 NB Ramps  Modifications will also be required, Blvd/ Coburn Road Mast arms are required at the I-75 SB and NB ramp DDI crossover intersections

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w47/e1w47addendum001.pdf?sfvrsn=e5c8b0b0_1

Chapter11 WorkZoneSafety 2024

are not required for curb ramps or blended transitions diverting pedestrian traffic into a closed lane, use paths shall have a maximum cross-slope of .02. Provide curb ramps or blended transitions, feet Shared Use Paths – 8 feet Bike Lanes – 4 feet plus 1’offset from barrier or curb Do, temporary sidewalks or shared use paths intersect with streets or driveways, ensure that all curb ramps or blended transitions meet ADA requirements. Detectable warnings shall be provided

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter11-workzonesafety-2024.docx?sfvrsn=53afe981_1

11_Work_Zone_Safety_and_Mobility_Redlines

or driveways, ensure that all curb ramps or blended transitions meet ADA requirements. Detectable, driveways. Detectable warnings are not required for curb ramps or blended transitions diverting, -slope of .02. Provide curb ramps or blended transitions with detectable warnings. 4. If temporary, – 5 feet  Shared Use Paths – 8 feet  Bike Lanes – 4 feet plus 1’offset from barrier or curb Do, 6 feet, 7 feet when back of curb. If a portion of a bicycle facility is to be closed due

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/11_work_zone_safety_and_mobility_redlines.pdf?sfvrsn=107d0907_5
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