1134 search results for curb ramp
2024FDM127CAF
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_12024-03-12 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_12025 FDM Summary of Revisions
centerline would require movement or reconstruction of curb ramps. ID 210.4 Section 530, Clarified requirements for curb ramp design at crossings. ID 222.2.2 Section 327 Clarified conditions, been superseded by MUTCD 11th Edition. ID 223.2.4.1 Section 305 Added channelizing curb, numbers of luminaires are replaced. ID 403 Added criteria to address lighting requirements for ramp, 260.1.1 Section 385 Updated Figure to include 3 lane ramps ID Fig 260.1.2 Section 386 Updated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025-fdm-summary-of-revisions.pdf?sfvrsn=579003c0_32025 FDM Summary of Revisions
centerline would require movement or reconstruction of curb ramps. ID 210.4 Section 530, Clarified requirements for curb ramp design at crossings. ID 222.2.2 Section 327 Clarified conditions, been superseded by MUTCD 11th Edition. ID 223.2.4.1 Section 305 Added channelizing curb, numbers of luminaires are replaced. ID 403 Added criteria to address lighting requirements for ramp, 260.1.1 Section 385 Updated Figure to include 3 lane ramps ID Fig 260.1.2 Section 386 Updated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025-fdm-summary-of-revisions.pdf?sfvrsn=9428b79a_3E1W17BidTabs
& resurfacing, drainage improvements, guardrail replacement, pavement reconstruction, curb ramp, TN 1,730.00000 21,279.00 504.04000 6,199.69 1,229.90000 15,127.77 0165 0425 1351 INLETS, CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/jan18/e1w17bidtabs.pdf?sfvrsn=7368dda2_120240410_4521211_SR429_75473
): Paved, Lawn, Other: Curb & Gutter (Y / N): End MP: 5.410 Length 2.492 Outside: County: Orange SR, / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End MP: 5.410 Length 2.492 Outside: County: Orange, Layer Type (in.) Base Median Curbed (Y / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End MP: 5.410, Pavement Layer Type (in.) Base Median Curbed (Y / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End, (in.) Base Median Curbed (Y / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End MP: 5.410 Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20240410_4521211_sr429_75473.pdf?sfvrsn=e5b9adeb_1E1W78
: The improvements under this Contract consist of milling and resurfacing, curb ramp reconstruction, , PG 76 -22 TN 3,073.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 681.000 0522- 2- CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1w78.pdf?sfvrsn=bd90d2f4_1E56F1BidTabs
Pedestrian Signals (APS). This work may include new pedestrian poles, curb ramp improvements, APS, 15,540.00 0050 0520 1 10 CONCRETE CURB & GUTTER, TYPE F 93.000 LF 102.00000 9,486.00 225.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/may06/e56f1bidtabs.pdf?sfvrsn=16ae412c_1452784_Final_Technical_Scope
being paved, it appears that a 25-ft radius from the face of curb with ramps can be constructed, compliant sidewalks be replaced. The RSA recommends reconstructing the curb ramps at the NW, for ADA requirements. Curb ramps will need to be constructed in accordance with the Americans, , the LRE assumes and broken and/or non-ADA compliant curb ramps be replaced, – Asphalt covering grate MP 15.56 LT – Ponding at Curb Ramp, NW corner of Siesta Drive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/452784_final_technical_scope.pdf?sfvrsn=656d1564_12024FDMPart9
including pavement edges, curb and gutter, traffic separators, islands, sidewalks, and curb ramps (d, to Proceed (NTP) and Phase I Plans. Include horizontal geometry for mainline roadways, ramps, cross, , and when critical to the project for ramps and side roads as well. These sheets are typically produced, Plan View • Begin & end stations for construction • Curb return numbers, station ties, arrow and scale • Stationing and ties • Ramp identification (if applicable) • Curve data
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