107 search results for curb ramp
E51G2
lanes, shoulders, and auxiliary lanes and ADA curb ramp upgrades along SR 500 (US 192) from Main St, off-ramp (MP 0.223 to MP 0.328) for a total length of 0.105 miles at the US 192 & Cross Prairie Pkwy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/aug04/e51g2.pdf?sfvrsn=14f0cc13_1RIncidentalConstruction
Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2) 10' Min, i n . 1 2 ' ¡ (Mountable Curb) Divided Multilane 2 Or 4 Lanes Undivided FIGURE 1 TWO-WAY TWO-WAY Median 1 2 " Or Shoulder) (Mountable Curb 9 ' - 6 " M a x . 9 ' - 6, 10' ¡ Sidewalk 6 ' M i n . 4 ' 2 ' 2 ' (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING (2 LANES, CURB & GUTTER) SIGNAL PLACEMENT AT RAILROAD CROSSING ACUTE ANGLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rincidentalconstruction.pdf?sfvrsn=f24fe5d7_1scope-of-work
Proposed sidewalk width: Proposed sidewalk material: concrete paver Roadway: Existing curb, , sidewalks, ramps for compliance with ADA standards No modifications proposed Access Management
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d4/d4-lap/scope-of-work.pdf?sfvrsn=415535ef_1FDOT CADD Webinars Archive
– Curb Ramp Modeling – ADA Ramps Bentley Systems Video - 10/08/2025 Design Survey Workflows John Hazlip, Date Topic Presenter Video Q&As 01/11/2024 Transoft Access Ramp Demonstration Michael Veerman Webinar Video Q&A 03/07/2024 ORD Curb Ramp Civil Cells Zachary Billings Webinar Video Q&A 03/21/2024 FDOT, that contain FDOT Island Curb Type E Returns, Create Multiple Surfaces that represent
https://fdot.gov/cadd/main/webinars/fdotcaddwebinarsarchive2026FDMPart2DesignCriteria
than the general use lanes or general toll lanes. Minimum ramp Design Speeds for Express Lanes ramps, across at any point. (3) Speeds shown in this table are posted speeds. Interchange Ramp Areas: Connections within the interchange ramp area require the following spacing from the end of the ramp, Median openings within the interchange ramp area require the following standard distance from the end of the ramp taper: • 2,640 feet for full median opening • 1,320 feet for directional median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart2designcriteria.pdf?sfvrsn=686a33be_15451022 Technical Scope
Curb Ramps Identified by Safety: (All ADA items should be evaluated during design when the field, and reconstruction of the 9th Street W. northwest curb return, adjacent sidewalk, and ADA curb ramp, to the end project south of 301 Blvd E ramp MP 0.155 (13130000). o The intersection at 44th, : o Reconstructing ramps that are not ADA compliant o Reconstruct and separate ADA ramps/landings, . This involves adding crosswalks along all four legs with the addition of ADA ramps with sidewalk landings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27121/451022-technical-scope00c6b4e8-82b1-436b-9ba2-1e27cf1823d8.pdf?sfvrsn=73e15ae0_12025-ADA ca2026
used to support pedestrian travel. Sidewalks Curb ramps and blended transitions Crosswalks, warning and curb ramp requirements, unaltered sidewalks that are not in compliancewith FDM, at the following locations : • Curb ramps and transition areas at street crossings • Pedestrian, in elevation (e.g., curb ramp) o Change in horizontal alignment of the path within the refuge, Projects other than meeting ADA curb ramp and detectable warning requirements. 80
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2026-fall-construction-academy/2025-ada-ca2026.pdf?sfvrsn=b412a8de_1E3Z57-R0BidTabs
, inlet openings, curb ramps, concrete median traffic separators and associated drainage slots, . Areas to be swept include but are not limited to curb and gutter, valley gutter, all asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2026/may14/e3z57-r0bidtabs.pdf?sfvrsn=f7e5be74_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
' NOTE: be constructed along centerline of ramp. On single lane ramps, longitudinal joint to 1 0, 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, 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'-0" Max
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=ec6f97fd_1E51G0
consist of milling and resurfacing, signing/marking improvements, sidewalk and curb ramp improvements, FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 4,003.800 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/aug04/e51g0.pdf?sfvrsn=4a088f7e_1D5-08-04-26BSN
. The scope also includes the upgrade of the ADA curb ramps, signing and pavement markings, as well, consist of milling and resurfacing, signing/marking improvements, sidewalk and curb ramp, lanes and ADA curb ramp upgrades along SR 500 (US 192) from Main St to Aeronautical Dr (MP 0.015, , UTILITIES EA 7.000 0425- 6- VALVE BOXES, ADJUST EA 16.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 13.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 1,678.000 0522- 1- CONCRETE SIDEWALK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/aug04/d5-08-04-26bsn.pdf?sfvrsn=a864f0bf_1AccessManagementGuidebook
Vehicle Use .................................... 78 Table 20 | Driveway Width and Curb Radius Guidelines, | Driveway Spacing with Ramp Taper.......................................................................................... 40 Figure 20 | Driveway Spacing without Ramp Taper, ......................................................................... 49 Figure 26 | Distance Between Off-Ramp and First Signalized, Figure 46 | Actual and Effective Curb Radius
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/access-management/accessmanagementguidebook.pdf?sfvrsn=76255225_1456242-TechnicalScope-Draft
Sheets in Design Plans): Not available at this time. 20. List Non-ADA Compliant Curb Ramps, , the LRE assumes there will be no curb ramp replacements. There are no bicycle facilities/keyholes, Removal of taper at 30 th Street E. as shown in the Arterial Safety Report with ramp, Street E. and near 24 th Street E. as shown in the Arterial Safety Study with ramp reconstruction. o Reducing the turning radius at side streets shown in the Arterial Safety Report with ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27124/456242-technicalscope-draft.pdf?sfvrsn=36cfdf40_1Developmental Specifications
a temporary pedestrian access surface or temporary portable curb ramp. Ryan Buck N/A DEV102-990WZCD, Tactile Walking Surface Indicators Use for Hardened Centerlines when Channelizing Curb is called for in the Plans. Ben Gerrell D528-001 DEV703-991CC Channelizing Curb Use for Hardened Centerlines or Separated Bicycle Lanes when Channelizing Curb is called for in the Plans. Ben Gerrell N/A DEV705-993LBD Linear Barrier Delineators Use on ramps or other locations with tight radii
https://fdot.gov/specifications/developmental-specifications2026FDMPart1DevelopmentProcess
warnings must be placed in the same locations as that of a curb ramp. Bicycle Way Any road, path, , Specifications, and Estimates (PS&E) Submittal(s). Ramp A turning roadway that connects a freeway to a crossing roadway within an interchange. The components of a ramp are a terminal at each leg and a connecting road. The geometry of the connecting road ramp usually involves some curvature and grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart1developmentprocess.pdf?sfvrsn=42d17502_744629315201-PLANS-01-ROADWAY
F CURB AND GUTTER 11' 11' 11' 11' 7' 7' STA. 205+29.64 TO STA. 212+59.98 (£) ) (¡ STA. 323+03.53, = 3.35% DESIGN SPEED = 45 MPH CONTEXT CLASSIFICATION = C3C (TO REMAIN) EXIST. TYPE F CURB AND GUTTER (TO REMAIN) EXIST. CONC. SIDEWALK (TO REMAIN) EXIST. CONC. SIDEWALK TYPE E CURB AND GUTTER TYPE E CURB AND GUTTER L1 L2 L3 R1 R2 R3 33' TRAVEL LANES 33' TRAVEL LANES ±38' MILLING, CURB TURN LANE DETAIL RAISED MEDIAN DETAIL FOR LOCATIONS SEE ROADWAY PLANS FOR LOCATIONS SEE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27103/44629315201-plans-01-roadway.pdf?sfvrsn=ae6af18a_1E4Y57 Scope of Services
, Crossroads, and Ramps, ............................................................................................................... 50 4.7 Enhanced Ramp, Underpasses, and Approach, be to the end of the curb return or beginning/ending mile post, whichever is greater. For all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/asset-maintenance/e4y57/e4y57-scope-of-services.pdf?sfvrsn=6acab662_1451022 Technical Scope
Curb Ramps Identified by Safety: (All ADA items should be evaluated during design when the field, and reconstruction of the 9th Street W. northwest curb return, adjacent sidewalk, and ADA curb ramp, to the end project south of 301 Blvd E ramp MP 0.155 (13130000). o The intersection at 44th, : o Reconstructing ramps that are not ADA compliant o Reconstruct and separate ADA ramps/landings, . This involves adding crosswalks along all four legs with the addition of ADA ramps with sidewalk landings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27121/451022-technical-scope.pdf?sfvrsn=7150ef06_144620415201-PLANS-01-ROADWAY-SPECS1
ROADWAY PLAN 56 - 59 SPECIAL DETAILS CURB RAMP 64 - 68 TEMPORARY TRAFFIC CONTROL PLAN CONCRETE, SP-12.5 (TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (3") CURB RAMP A STA. 1294+49.18 TO STA. 1294+69.51 LT. CURB RAMP B STA. 1295+10.18 TO STA. 1295+36.61 LT. CURB RAMP C STA. 1310+35.88 TO STA. 1310+54.88 LT. CURB RAMP D STA. 1315+43.82 TO STA. 1315+62.99 LT. STA. 1315+85.05 TO STA. 1316+05.55 LT. CURB RAMP E STA. 1320+42.09 TO STA. 1320+66.67 LT. CURB RAMP F STA. 1325+53.95
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27131/44620415201-plans-01-roadway-specs1.pdf?sfvrsn=b502f0db_12026FDMPart9NexGenPlans
, and curb ramps (d) Preliminary pavement markings including edge lines, interior lane lines, , ramps, cross streets, and side roads . Provide vertical geometry for mainline roadways and cross streets, and when critical to the project, for ramps and side roads as well. These sheets, Plan View • Begin & end stations for construction • Curb return numbers, station ties, CROSS SECTIONS • R/W lines • Special ditch bottom elevations • Equivalent stations for ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart9nexgenplans.pdf?sfvrsn=be50818_2