1155 search results for curb ramp
2026FDM911ModelManagement
portion. Display the proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm911modelmanagement.pdf?sfvrsn=73b4b653_2Track 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-CurrentSPI-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_1community-awareness-plan-(cap)-template---updated-may-2024
is milling and resurfacing throughout the corridor, with upgrades of curb ramps to meet ADA criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d4/community-awareness-plan-(cap)-template---updated-may-2024.docx?sfvrsn=9d698aaa_1E21R0BidTabs
, driveways, and sidewalk curb ramps as listed in the bid items within the state maintained right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/dec17/e21r0bidtabs.pdf?sfvrsn=80a953b7_1Attachment A - LAP Nondiscrimination Program Resource for Practitioners
Technical Assistance on alterations vs. maintenance http://www.ada.gov/doj-fhwa-ta.htm When are curb ramps required as part of road projects? What constitutes an alteration? You’ll find clear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/title-vi/attachment-a---lap-nondiscrimination-program-resource-for-practitioners.pdf?sfvrsn=862d4e3c_92024FDM113RWRequirements
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_12025FDM113RWRequirements
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_12025FDM113RWRequirements
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_12026FDM113RWRequirements
. 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_32026FDM113RWRequirements
. 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_1102-200FHWA-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_1Meeting Package September 2024 - Advisory Committee
sidewalks, shared- use paths, landscaping, on-street parking, transit-only lanes, or curb zones
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/meeting-package-september-2024---advisory-committee.pdf?sfvrsn=90414771_3E1W47Addendum001
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_1Vol1SDG
Figure 8.5-1: Speed Ramp ....................................... 8-17 8.5.1 Mechanical Drive Systems
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol1sdg_cd60509a-bc11-4e65-9e87-61a72293a9b0.pdf?sfvrsn=7720ff23_0Chapter11 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_111_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_511_Work_Zone_Safety_and_Mobility_Rulemaking
curb ramps or blended transitions meet ADA requirements. Detectable warnings shall be provided, warnings are not required for curb ramps or blended transitions diverting pedestrian traffic into a closed, from barrier or curb Do not allow traffic control and warning devices to encroach on travel lanes, feet when back of curb. If a portion of a bicycle facility is to be closed due to construction, . Te mporary sidewalks and shared use paths shall have a maximum cross-slope of .02. Provide curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/11_work_zone_safety_and_mobility_rulemaking.pdf?sfvrsn=b4ee15ad_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
Limits of Clearing and Grubbing and to Toe of Curb. All Bases to Apron of Curb & Gutter All Other, WITHOUT CURB & GUTTER WITH CURB & GUTTER S t d . 1 : 4 S t d . 1 : 4 Varies-Determined, Edge of Pavement Back of Curb Transverse Joint Strip Until Next Wide Pavement Continue the 2'-0" Transverse Joint End Taper at Back of Curb Back of Curb Edge of Pavement Edge of Pavement 3, . 14' or less in width. For entrance and exit ramp joint details, 8. Longitudinal joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=500d3282_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
Limits of Clearing and Grubbing and to Toe of Curb. All Bases to Apron of Curb & Gutter All Other, WITHOUT CURB & GUTTER WITH CURB & GUTTER S t d . 1 : 4 S t d . 1 : 4 Varies, SECTION A-A SECTION B-B CONTRACTION ASSEMBLY B B A A X X Edge of Pavement Back of Curb, of Curb Back of Curb Edge of Pavement Edge of Pavement 3'-0" Max. 2'-0" Typ. 2'-0" Min. 2'-0, " see sheet 5. 14' or less in width. For entrance and exit ramp joint details, 8. Longitudinal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=ed6024cd_1