1098 search results for curb ramp
711-001
Edge Line Edge Line NOTES: 3. Refer to Index 522-002 when Curb Ramps are present. parallel, "A" "A" " D " " D " 13 11 711-001 PAVEMENT MARKINGS 11/01/21 6" White Curb Ramp Curb Ramp Curb Ramp And FTP-22-06 Sign FTP-21-06 And FTP-22-06 Sign FTP-21-06 And FTP-22-06 Sign, below the FTP-21-06 sign. curb ramp locations. For ramp locations refer to plans. 3. Criteria, of STANDARD PLANS FY 2024-25 SHEET INDEX CURB AND GUTTER FLUSH SHOULDER CURB AND GUTTER FLUSH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/711-001.pdf?sfvrsn=8eb48c3f_1711-001
when Curb Ramps are present. parallel to the lane lines. 2. When the Special Emphasis Crosswalk, MARKINGS 11/01/25 6" White Curb Ramp Curb Ramp Curb Ramp and FTP-019A-25 Sign FTP-018-25, ° Per Aisle Spaced Equally Diagonal 3-6" White Curb Ramp NOTES: either 3'-0" or 5'-0" high, symbol in accessible parking spaces 4. Mount FTP-019A-25 sign below the FTP-018-25 sign. curb ramp, PLANS FY 2026-27 SHEET INDEX CURB AND GUTTER FLUSH SHOULDER CURB AND GUTTER FLUSH SHOULDER 8" 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/711-001.pdf?sfvrsn=b4467a04_1Design Standards eBook FY2012-2013
Sidewalk Curb Ramps 305 4 Concrete Pavement Joints 306 1 Bridge Approach Expansion, Drain 210 1 Curb Inlet Tops - Types 1, 2, 3 & 4 211 5 Curb Inlet Tops - Types 5 & 6 212 1 Curb Inlet - Type 7 213 1 Curb Inlet - Type 8 214 1 Curb Inlet Top - Type 9 215 1 Curb Inlet Top - Type 10 216 3 Closed Flume Inlet 217 2 Median, for Endwalls CURBS, CONCRETE PAVEMENT & SIDEWALKS 300 2 Curb & Curb And Gutter 301 1 Turn
https://www.fdot.gov/roadway/ds/12/stds.shtmDesign Standards eBook 2013
Curb Ramps 305 4 Concrete Pavement Joints 306 1 Bridge Approach Expansion Joint, 210 1 Curb Inlet Tops - Types 1, 2, 3 & 4 211 5 Curb Inlet Tops - Types 5 & 6 212 1 Curb Inlet - Type 7 213 1 Curb Inlet - Type 8 214 1 Curb Inlet Top - Type 9 215 1 Curb Inlet Top - Type 10 216 3 Closed Flume Inlet 217 2 Median Barrier Inlets, CURBS, CONCRETE PAVEMENT & SIDEWALKS 300 2 Curb & Curb And Gutter 301 1 Turn Lanes
https://www.fdot.gov/roadway/ds/13/stds.shtmDesign Standards eBook 2014
Detectable Warnings and Sidewalk Curb Ramps IDS-304 305 Concrete Pavement Joints 306, 206 Trench Drain 210 Curb Inlet Tops - Types 1, 2, 3 & 4 211 Curb Inlet Tops - Types 5 & 6 212 Curb Inlet - Type 7 213 Curb Inlet - Type 8 214 Curb Inlet Top - Type 9 215 Curb Inlet Top - Type 10 216 Closed Flume Inlet 217 Median, Modifications for Endwalls CURBS, CONCRETE PAVEMENT & SIDEWALKS 300 Curb & Curb And Gutter
https://www.fdot.gov/roadway/ds/14/stds.shtmDesign Standards eBook 2015
, CONCRETE PAVEMENT & SIDEWALKS 300 Curb & Curb And Gutter 301 Turn Lanes 302 Traffic Separators IDS-302 303 Curb Return Profiles 304 Detectable Warnings and Sidewalk Curb Ramps IDS-304 305 Concrete Pavement Joints 306 Bridge Approach Expansion Joint, Curb Inlet Tops - Types 1, 2, 3 & 4 211 Curb Inlet Tops - Types 5 & 6 212 Curb Inlet - Type 7 213 Curb Inlet - Type 8 214 Curb Inlet Top - Type 9 215 Curb Inlet
https://www.fdot.gov/roadway/ds/15/stds.shtmDesign Standards eBook 2016
DGN 304 Detectable Warnings and Sidewalk Curb Ramps IDS DGN 305 Concrete Pavement Joints, XLS-WWRConversion DGN 206 Trench Drain DGN 210 Curb Inlet Tops - Types 1, 2, 3 & 4 DGN 211 Curb Inlet Tops - Types 5 & 6 DGN 212 Curb Inlet - Type 7 DGN 213 Curb Inlet - Type 8 DGN 214 Curb Inlet Top - Type 9 DGN 215 Curb Inlet Top - Type 10, for Endwalls DGN CURBS, CONCRETE PAVEMENT & SIDEWALKS 300 Curb & Curb And Gutter
https://www.fdot.gov/roadway/ds/16/stds.shtmE3Y48-R0
, curb and gutter, ditch pavement, driveways, inlet tops, curb ramps and mitered end slabs. Work may, TOP, REPAIR, CURB INLET EA 5.000 0425- 15- 42 INLET TOP, REPAIR, DITCH BOTTOM INLET EA 7.000 0425- 15- 43 INLET TOP, REPAIR,CURB INLET- WALKING SURFACE ONLY EA 1.000 0425- 15- 44 INLET TOP, REPAIR,CURB INLET- CURB FACE ONLY EA 2.000 0425- 15- 51 INLET TOP, REPLACE, CURB INLET EA 1.000 0425- 15, , REPLACE SLAB- MAINTENANCE USE ONLY CY 100.000 0520- 1- 7 CONCRETE CURB & GUTTER, TYPE E LF 20.000 0520
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/dec12/e3y48-r0.pdf?sfvrsn=6820a7ca_1Chapter13 PublicTransit 2024
13-7 D PUBLIC TRANSIT FACILITIES 13-8 D.1. Curb-Side Facilities 13-8 D.2 Street-Side Facilities, that is compatible with a bus that kneels or extends a ramp. A B&A area has a firm, stable and slip-resistant surface with a minimum clear length of 8.0 feet (measured perpendicular to the curb, and Alighting Area for Flush Shoulder Roadways. A Type “E” curb (5” curb height) should be used. A sidewalk and/or ramp provided with the B&A area shall be a minimum of 5 feet in width, and the ramp shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter13-publictransit-2024.docx?sfvrsn=638aa8cd_113_Public_Transit_Redlines
Shoulder Roadways. A Type “E” curb (5” curb height) should be used. A sidewalk and/or ramp provided with the B&A area shall be a minimum of 5 feet in width, and the ramp shall not exceed a slope of 1:12, ..................................................................... 13–9 13.4.1 Curb-Side Facilities, that kneels or extends a ramp. A B&A area has a firm, stable and slip-resistant surface with a minimum clear length of 8.0 feet (measured perpendicular to the curb or roadway edge), and a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/13_public_transit_redlines.pdf?sfvrsn=9fa32b7e_513_Public_Transit_Rulemaking
” curb (5” curb height) should be used. A sidewalk and/or ramp provided with the B&A area shall be a minimum of 5 feet in width, and the ramp shall not exceed a slope of 1:12. A detectable warning, ....................................................................... 13–9 13.4.1 Curb-Side Facilities............................................................... 13–9, a ramp. A B&A area has a firm, stable and slip-resistant surface with a minimum clear length of 8.0 feet (measured perpendicular to the curb or roadway edge), and a minimum clear width of 5.0 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/13_public_transit_rulemaking.pdf?sfvrsn=2e193bf7_1E8U84
for extending the northbound exit auxiliary lane and widening the northbound exit ramp and bridge, ramps at the Boynton Beach Boulevard interchange and improvements on Boynton Beach Blvd. An additional, ramp. No Pre-Bid Conference. Contractor must be prequalified. Call Order: 001 Proposal: E8U84 ALT, 124.100 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may21/e8u84.pdf?sfvrsn=9149297f_1E8V92
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 to accommodate the added lane, , and replacement of the ITS fiber optic cable backbone along SR 50 from the southbound SR 429 ramps intersection, 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, TYPE J-5, 10' EA 1.000 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/e8v92.pdf?sfvrsn=a8b5d3b2_1446296_I-75_DDI_Drainage_Report_PHIIR_JUL2024
interchange configuration, some of the existing on and off-ramps will be modified. Existing northbound on-ramp and southbound on and off-ramps will be realigned, and the existing northbound on-ramp, interchange configuration, the existing northbound on-ramp and southbound on and off-ramps, 2 also includes Ramps A1, Ramp A2 and the left side of the I-75/SR 93 alignment from Station 944, Parkway alignment from Station 17+00 to 30+00. Basin 3 also includes Ramps D1, Ramp D2 and the left
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/446296_i-75_ddi_drainage_report_phiir_jul2024.pdf?sfvrsn=9a06db12_1445296-1-22-01_SR93_at_PineRidgeRd(CR896)_ConceptPlanPackage_June2022
+88.67, 47.94' RT. END TYPE F CURB & GUTTER £ SURVEY LEGEND STA 900+00.00 £ RAMP D STA 129+15.80, 25.31' LT. £ SURVEY = BLRAMPD1-1 CURB & GUTTER CONST. TYPE F STA 303+89.67 £ RAMP A1 STA 133, . SAWCUT 1 5 ' N 1 6 ° 1 6 ' 2 7 " W £ RAMP A1 £ RAMP A CURB & GUTTER CONST. TYPE E, CONTRACT PLANS COLLIER COUNTY (03175) STATE ROAD NO. 93 (I-75) MODIFICATION TO I-75 RAMPS AND PINE, . OTHER SURFACE WATERS EXIST. OTHER 26 £ RAMP A £ RAMP A1 £ RAMP D £ SURVEY £ RAMP C £ RAMP B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25116/445296-1-22-01_sr93_at_pineridgerd(cr896)_conceptplanpackage_june2022.pdf?sfvrsn=a32d2d9_1Chapter10 MaintenanceAndResurfacing 2024
is feasible to upgrade nonconforming driveways. Existing detectable warnings and curb ramps shall, requirements. New curb ramps shall be provided on curbed roadways where none exist and existing substandard curb ramps shall be replaced. Existing ramps not meeting detectable warning requirements which, detectable warning and curb ramp requirements, existing sidewalks and driveways are not required, and pavement marking. 4.Construct or reconstruct, as appropriate, curb cuts and ramps to meet current
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter10-maintenanceandresurfacing-2024.docx?sfvrsn=27245fc5_110_Maintenance_and_Resurfacing_Redlines
detectable warnings and curb ramps shall be brought into compliance. This includes installing new, where none exist or do not meet current requirements. New curb ramps shall be provided on curbed roadways where none exist and existing substandard curb ramps shall be replaced. Existing ramps, by a Professional Engineer (EOR). Other than meeting detectable warning and curb ramp requirements, for signing and pavement marking. 4. Construct or reconstruct, as appropriate, curb cuts and ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/10_maintenance_and_resurfacing_redlines.pdf?sfvrsn=12a5c41_510_Maintenance_and_Resurfacing_Rulemaking
Maintenance and Resurfacing | 10–6 Existing detectable warnings and curb ramps shall be brought, curb ramps shall be provided on curbed roadways where none exist and existing substandard curb ramps shall be replaced. Existing ramps not meeting detectable warning requirements which otherwise, detectable warning and curb ramp requirements, existing sidewalks and driveways are not required, should be provided adjacent to the travel lane on roadways: • without curb or paved shoulders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/10_maintenance_and_resurfacing_rulemaking.pdf?sfvrsn=c75f6fec_1RDB 24-06
room for an additional structural or overbuild lift, as in some curb and gutter sections, without, roads and ramps with a design speed of 35 mph or higher, except for low volume two lane roads having, a friction course on all roads and ramps with a design speed ≥ 35 mph, except for two lane roads, the appropriate friction course to use on limited access ramps. See Section 4.2 for additional, on limited access ramps. The type of friction course used must be evaluated for long term
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb-24-06.pdf?sfvrsn=2e07c62_1ADA
or elements used to support pedestrian travel. Sidewalks Curb ramps and blended transitions, Sidewalk - For RRR Projects, other than meeting detectable warning and curb ramp requirements, at the following locations : • Curb ramps and transition areas at street crossings • Pedestrian, Change in elevation (e.g., curb ramp) o Change in horizontal alignment of the path within, or Ride Only Projects other than meeting ADA curb ramp and detectable warning requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/ada.pdf?sfvrsn=789d0fd_1