1180 search results for curb ramp
RBituminousTreatmentsSurfaceCoursesand ConcretePavement
: be constructed along centerline of ramp. On single lane ramps, longitudinal joint to 1 0 / 4, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=565fc77_1FDOTSS4ReleaseNotes-512222691
, Delineators. Added shoulder curb to Entrance ramp taper type Update Ramp Civil cells, of a SubGrade surface for 3D deliverables. FDOTSS4 Readme File Summary_of_Curb_and_Traffic, Curb for plan from (CGFace_ep to CGBack_ep). FDOT_CivilFeatures_RD.dgnlib Added past deleted, Curb template. Renamed category from "ConcreteBarrierWall" to "Concrete Barrier" Added, for curb/flush differences in minimum slope Added Themes for Geometry Chains and Alignments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4releasenotes-512222691.pdf?sfvrsn=bbe003eb_2Chapter 2 - Signs
Engineering Manual January 2025 Slippery When Wet Signs 2-1-2 Ramp and Bridge Decks: Interchange exit or entrance ramps on sharp curves and downgrades can be dangerous if the pavement is slippery. Give special attention to ramps with compound curves. FDOT maintains a pavement friction inventory for interchange ramps, but engineers can request special tests at speeds less than 40 mph. SLIPPERY WHEN WET signs (W8-5) should be used with the following advisory exit or ramp speed signs: EXIT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-2---signs.pdf?sfvrsn=bf5889b4_120240423_4521121_SR821_87471
FLORIDA, INC. Date: 1 Typical Section No.: T o t a l Curb & Gutter (Y / N): N Core No. Mile Post, , Other: N/A Curb & Gutter (Y / N): N End MP: Length Outside: PAVED (GUARDRAIL) County: MIAMI-DADE SR No.: SR 821 SB Off Ramp (87471101) Beg MP: C l a s s E x t e n t FC2 (in.) STATE, Curbed (Y / N): N/A Paved, Lawn, Other: N/A Curb & Gutter (Y / N): Y (PORTION WITH VALLEY GUTTER) End MP: 0.134 Length 0.134 Outside: PAVED (GUARDRAIL) County: MIAMI-DADE SR No.: Exit 1 SB Off Ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/87-miamidade/20240423_4521121_sr821_87471.pdf?sfvrsn=cd177078_1TP-05-06-25BSN2
and a new actuated signal at the Turnpike off ramp terminal at SR 50 in the eastbound direction. The proposed work will include modifications to the Turnpike on and off ramps to SR 50 as required, the southbound SR 429 ramps intersection to Maguire Road. No Pre-Bid Conference. Contractor must, 126.900 0415- 1- 3 REINFORCING STEEL- RETAINING WALL LB 13,116.000 0425- 1-351 INLETS, CURB, TYPE P-5, 10' EA 1.000 0425- 1-422 INLETS, CURB, TYPE J-2, >10' EA 2.000 0425- 1-451 INLETS, CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25bsn2.pdf?sfvrsn=6027750d_1454941 Technical Scope
index 522-002. Any curb ramps which do not meet ADA standards will need to be upgraded to meet FDM 222 and index 522-002. Provide detectable warnings at all side street intersection curb ramps. Roadway, roadway with 12-ft travel lanes; 22-ft raised median with type F curb and gutter; existing type F curb and gutter on the outside of the roadway and a 5-6 ft sidewalk on the south (RT) side. o, . There are no existing bike lanes for this curb and gutter section of the roadway. Due to constraints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/454941-technical-scope.pdf?sfvrsn=668aed8f_120230626_4477021_SR589_14470
Curbed (Y / N): 589 F.A. Proj. No.: 5.0 T o t a l Curb & Gutter (Y / N):N Core No. Mile, . No.: T o t a l Curb & Gutter (Y / N):N Core No. Mile Post or Sta. No. Lane W h e e l, :447702-1 From: MP 17.5 Shoulder Type and Condition: Median Curbed (Y / N): N Paved, Lawn, Other: Curb, :447702-1 From: MP 17.5 Shoulder Type and Condition: Median Curbed (Y / N): N Paved, Lawn, Other: Curb, Type and Condition: Median Curbed (Y / N): N Paved, Lawn, Other: Curb & Gutter (Y / N):N End MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/14-pasco/20230626_4477021_sr589_14470.pdf?sfvrsn=c8158924_12024FDM127CAF
amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp. (10, or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. 127.2.2, , and (c) A minimum 4-foot offset from the face of curb is provided. (3) Limited Access Facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm127caf.pdf?sfvrsn=a40ace14_12024FDM127CAF
one site from amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp. (10) The feature must meet applicable building codes and design criteria for similar, , and (c) A minimum 4-foot offset from the face of curb is provided. 127.2.2 Public Art (Affixed, ) A minimum 4-foot offset from the face of curb is provided. (3) Limited Access Facilities: (a) Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm127caf.pdf?sfvrsn=a8180025_22025FDM127CAF
from amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp, , and (b) The R/W or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb, or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. (3) Limited
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm127caf.pdf?sfvrsn=cec28728_22025FDM127CAF
). The local governmental entity must select one site from amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp. (10) The feature must meet applicable building, ) The R/W or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided, /W or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. (3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm127caf.pdf?sfvrsn=36fbc9ea_12026FDM127CAF
). The local governmental entity must select one site from amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp. (10) The feature must meet applicable building codes, or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. 127.2.2, is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. (3) Limited Access
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm127caf.pdf?sfvrsn=316789f0_22026FDM127CAF
). The local governmental entity must select one site from amongst the ramp and the mainline, along the outside of a ramp, or the area inside a loop ramp. (10) The feature must meet applicable building codes, or roadside is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. 127.2.2, is restricted, and (c) A minimum 4-foot offset from the face of curb is provided. (3) Limited Access
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm127caf.pdf?sfvrsn=6fe49599_3E4X99ScopeOfServices
3.4 Interchanges, Crossroads, and Ramps, 4.12 Enhanced Ramp, or not, shall be to the end of the curb return or beginning/ending mile post, whichever is greater
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/asset-maintenance/e4x99/e4x99scopeofservices.pdf?sfvrsn=5fb25e0e_3RIncidentalConstruction
Gate Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2, . 1 2 ' M 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, ' - 6 ' Sidewalk 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rincidentalconstruction.pdf?sfvrsn=b8fddc8a_22024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
76-22 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, INLET CAP, PRECAST 0520- 2- 4 CONCRETE CURB, TYPE, EL. = CURB INLET INV. EL. = 194.69 TOP EL. = 197.90 CONC/ROCK HEADWALL PERSONNEL WITH DRAINAGE, . 11+53.93 NEW YORK AVE SWITCH BACK RAMP GROUND NATURAL EXIST. R/W LINE EXIST. R/W LINE STA. 11, SWITCH BACK RAMP 6' TO 12' LIMITS OF CONSTRUCTION AND CLEARING AND GRUBBING 0 . 0 2 EXIST. R/W LINE, AND GRUBBING CLEARING 0 . 0 2 SOD 12' TO 6' 0 . 0 2 DROP CURB (INDEX 522-003) DRIVEWAY G-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway.pdf?sfvrsn=af7ea9f9_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1
CURB, TYPE D 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK 0527- 2- DETECTABLE WARNINGS 0570, MANHOLE RIM EL. = CURB INLET INV. EL. = 194.69 TOP EL. = 197.90 CONC/ROCK HEADWALL PERSONNEL, TO STA. 11+53.93 NEW YORK AVE SWITCH BACK RAMP GROUND NATURAL EXIST. R/W LINE EXIST. R/W LINE, AVE SWITCH BACK RAMP 6' TO 12' LIMITS OF CONSTRUCTION AND CLEARING AND GRUBBING 0 . 0 2 EXIST, CLEARING AND GRUBBING CLEARING 0 . 0 2 SOD 12' TO 6' 0 . 0 2 DROP CURB (INDEX 522-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway---rev-1.pdf?sfvrsn=f0f8d0d_1Manual on Uniform Traffic Studies (MUTS) 2026
) .......................................................................................... 6-3 Figure 6-2. Distance to nearest ramp measurement (HSM Chapter 18, Figure 18-8, ) ....................................................................... 6-15 Figure 6-5. Ramp Segments Data Collection – Sheet 1 (Form No. 750-020-06b) .. 6-16 Figure 6-6. Ramp Segments Data Collection – Sheet 2 (Form No. 750-020-06b) .. 6-17 Figure 6-7. Ramp Terminal Data Collection (Form No. 750-020-06c, Form 750-020-06b, Ramp Segments Data Collection Form 750-020-06c, Ramp Terminal Data Collection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/muts/muts-2025/manual-on-uniform-traffic-studies-(muts)-2026.pdf?sfvrsn=2d2fb9ee_12026 TEM---Chapter 2 - Signs
Manual January 2026 SLIPPERY WHEN WET SIGNS 2.1-2 Ramp and Bridge Decks: Interchange exit or entrance ramps on sharp curves and downgrades can be dangerous if the pavement is slippery. Give special attention to ramps with compound curves. FDOT maintains a pavement friction inventory for interchange ramps, but engineers can request special tests at speeds less than 40 mph. SLIPPERY WHEN WET signs ( W8-5 ) should be used with the following advisory exit or ramp speed signs: EXIT RAMP XX
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/2026-tem---chapter-2---signs.pdf?sfvrsn=6a77ac5a_32025 FDM Summary Comments
or reconstruction of curb ramps. ID 210.4 Section 347 Item pending review by technical expert, 299 Clarified requirements for curb ramp design at crossings. ID 222.2.2 Section 436 Clarified, Section 305 Added channelizing curb as a form of separation at 35 mph or less. ID 223.3 Section, for ramp crosswalks and channelized right turn crosswalks. ID 307 Increased design tolerance to 30, on a case by case basis. ID Fig 260.1.1 Section 385 Updated Figure to include 3 lane ramps ID Fig
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025-fdm-summary-comments.pdf?sfvrsn=80956a11_1