873 search results for curb ramp
2025FDM127CAF
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_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_1E4X99ScopeOfServices
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_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_12025 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_3452784_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart9.pdf?sfvrsn=d4360b6c_1102-200
Curb Curb Curb Curb 20' 15' 10' 5' 20' 15' 10' 5' 5'-3" 5'-3" 5'-3" 5'-3" 6'-9" 6, " Approach Span Ramp Span 5'-0" Shoulder Line (see Plans for width requirements, Typ.) Retainer, Spans 30'-0" Min. ; 60'-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, .) Steel Grid Deck & Curb 1'-6" 12'-9" 24'-0" Clear Roadway 28'-6" 12'-9" 1'-6" AB2 Raker Bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-200.pdf?sfvrsn=8978af4f_12024FDM226PattPavt
(with a design speed of 35 mph or less), non- traffic medians and islands, curb extensions, sidewalks, crosswalks across limited access roadway ramps. Use on pedestrian crosswalks with heavy truck traffic, than 5 years. • May be used in areas not subject to vehicle traffic such as median islands, curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm226pattpavt.pdf?sfvrsn=a4059d35_1E50F1
consist of, but not limited to, signalization, concrete pavement, curb & gutter, sidewalks, ADA ramps, PAVEMENT, 7"SY17.000 0520- 1- 10CONCRETE CURB & GUTTER, TYPE FLF161.000 0522- 2-CONCRETE SIDEWALK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e50f1.pdf?sfvrsn=857af4e5_12024FDM226PattPavt
on local side streets (with a design speed of 35 mph or less), non- traffic medians and islands, curb, on pedestrian crosswalks across limited access roadway ramps. Use on pedestrian crosswalks with heavy, traffic such as median islands, curb extensions, sidewalks, and landscaping borders. • Meet ADA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm226pattpavt.pdf?sfvrsn=7850462_2Standard Plans - FY 2019-20 Errata
Detectable Warnings and Sidewalk Ramps SHEET 3: Corrected Dimensions in SECTION B-B. SHEET 4: Corrected, SHEET 9: Removed Soil Plate references from Note 3 SHEET 15:Added dimension to ALIGNMENT CURB SECTION and RAISED CURB SECTION for new single-slope barrier shape. 630-001 9,15 of 22 05/20/2019
https://www.fdot.gov/design/standardplans/2020/Errata.shtmDesign Standards eBook FY 2017-18 ERRATA
304RL 4-5 of 8 11/10/16 Detectable Warnings and Sidewalk Curb Ramps Corrected the 2'-0" Radius point to the outside curb 400RL 5 of 22 6/2/17 Guardrail MODIFIED THRIE-BEAM SYSTEM detail - Changed Hole
https://www.fdot.gov/roadway/ds/18/errata.shtm