873 search results for curb ramp
E8V92
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_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/2025/10_maintenance_and_resurfacing_redlines.pdf?sfvrsn=12a5c41_3RDB 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_1E1W17
, guardrail replacement, pavement reconstruction, curb ramp reconstruction, signing and pavement markings, - MISCELLANEOUS ASPHALT PAVEMENT TN 12.300 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jan18/e1w17.pdf?sfvrsn=b0557042_12025FDM231Lighting
and entrance ramps, respectively. Rest Areas: (1) Analyze each ramp as defined for limited access, to the following: (1) 5 degrees for limited access facilities, excluding undivided segments and ramps (2) 15, 1.0-1.5 1.0-1.5 4:1 or Less 10:1 or Less N/A Midblock Crosswalk and Ramp Crosswalk Lighting Low, – Retrofit or Isolated 1.0-1.5 1.0. Midblock Crosswalk and Ramp Crosswalk N/A 1.0 N/A N/A N/A Notes, levels. On ramps, either high mast lighting values or the corridor’s lighting values may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm231lighting.pdf?sfvrsn=b6f04a62_720220404_4061435_SR 91_ 93120
4.8 14.0 14.0 YES 5.0 26.679240 -80.165792 4.8 10.0 10.0 YES 8.0 26.679285 -80.165423 0.6 2.6 12.0 12.0 YES 6.0 26.679613 -80.163529 GOOD SP2C (1.8") + SP2F (1.0") + SP2F (2.0") = 4.8" On Southrn Blvd ‐ 270' Rt of SR 91. 3 97.597 R3 YES 3.2 GOOD FC2 (0.6") + SP2F (2.6") = 3.2" On NB Exit Ramp to Southern Blvd ‐ 730' Rt of SR 91. 2 97.527 R1 NO 4.8 W.P.I. No.: Name: WIDEN TPK(SR91, Shoulder Type and Condition: Median Curbed (Y / N): N Paved, Lawn, Other: Curb & Gutter (Y / N): End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/93-palmbeach/20220404_4061435_sr-91_-93120.pdf?sfvrsn=ad691d5_1102-660
" signs (MOT-13-06) for curb ramps diverting pedestrian traffic into a closed lane. requirements of Index 522-002. Detectable warnings are not required 3. When temporary pedestrian ways require curb ramps, meet the 5' in width at intervals not to exceed 200'. Provide a 5' x 5' passing space
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-660.pdf?sfvrsn=34c698a2_1102-660
" signs (MOT-13-06) for curb ramps diverting pedestrian traffic into a closed lane. requirements of Index 522-002. Detectable warnings are not required 3. When temporary pedestrian ways require curb ramps, meet the 5' in width at intervals not to exceed 200'. Provide a 5' x 5' passing space
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-660.pdf?sfvrsn=6140e958_16350302-723FHWA
not install pull or splice boxes in roadways, driveways, parking areas, ditches or public sidewalk curb ramps. Avoid placing pull and splice boxes in low-lying locations with poor drainage. Ensure, not install pull or splice boxes in roadways, driveways, parking areas, or public sidewalk curb ramps. Avoid placing pull and splice boxes in low-lying locations with poor drainage. Ensure that pull
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6350302-723fhwa.pdf?sfvrsn=e299cf77_1E8V02-R0
barrier wall, curb & gutter, ditch, grout pads, and reinforced or mechanically stabilized earth, , including ramps, feeder, and connector roads. NO PRE-BID CONFERENCE WILL BE HELD FOR THIS CONTRACT, - 2- 4 CONCRETE CURB, TYPE D LF 10.000 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 1,000.000 E101
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jan9/e8v02-r0.pdf?sfvrsn=577e3a57_1E3X12
, minor widening, minor drainage, sidewalk, curb ramps, signing and pavement marking, and signalization, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 58.500 0425- 1-321 INLETS, CURB, TYPE P-2,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/feb08/e3x12.pdf?sfvrsn=23d5044b_1Ch5TemplateDesign(2of3)
to add driveways? H t dd b ? 5. How to add curb ramps? 6. How to model a traffic separator nose, curved curb nose? How to model a restricted left turn island? 7. How to model a restricted left turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch5templatedesign(2of3)_90646ab2-a29e-474a-9945-61b8e5efa0d1.pdf?sfvrsn=620a6711_0E8W01-R0
to: concrete barrier wall, curb & gutter, ditch, grout pads, and reinforced or mechanically, , MP 0.0 to 21.8, including ramps, feeder, and connector roads. NO PRE-BID WILL BE HELD, CONCRETE CURB, TYPE D LF 10.000 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 1,000.000 E101- 72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar11/e8w01-r0.pdf?sfvrsn=e153f216_15220000.impl
between the sidewalk and the curb or driveway or at fixed objects and sidewalk intersections, ,completed and accepted. Ramps, reconstructed sidewalks, walk around sidewalks, sidewalk landings, sidewalk curb, and driveways will be included in the area to be paid. 522-10 Basis of Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5220000.impl.pdf?sfvrsn=1096b070_0102-600QuickGuideE
E V I S I O N REVISION LAST OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL SPEEDS 10 10 14 14 18 24 30 18 60-70 55 45-50 30-40 but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed (feet) Multilane Ramps Travel Lanes & NOTE: CLEAR ZONE WIDTHS FOR WORK ZONES TABLE 5 (feet) Single Lane Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/102-600quickguidee.pdf?sfvrsn=117eb78b_1102-600-QuickGuideE
E V I S I O N REVISION LAST OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL SPEEDS 10 10 14 14 18 24 30 18 60-70 55 45-50 30-40 but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed (feet) Multilane Ramps Travel Lanes & NOTE: CLEAR ZONE WIDTHS FOR WORK ZONES TABLE 5 (feet) Single Lane Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/102-600-quickguidee.pdf?sfvrsn=10e07a7c_1102-600-QuickGuide
I S I O N REVISION LAST OF CURB 4' BEHIND FACE OF CURB 4' BEHIND FACE CURB & GUTTER ALL SPEEDS 10 10 14 14 18 24 30 18 60-70 55 45-50 30-40 but not reconstructed, curb and gutter values may be used. For temporary conditions where existing curb has been removed (feet) Multilane Ramps Travel Lanes & NOTE: CLEAR ZONE WIDTHS FOR WORK ZONES TABLE 5 (feet) Single Lane Ramps Auxiliary Lanes & U CHANNEL POSTS NUMBER OF STEEL (inches) SIGN SIZE SIGN SHAPE (W x H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/102-600-quickguide.pdf?sfvrsn=75f7cdfb_22025FDM231Lighting
feet downstream of the exit and entrance ramps, respectively. Rest Areas: (1) Analyze each ramp, segments and ramps (2) 15 degrees for weigh stations, agricultural stations, and rest areas Light, 1.0-1.5 1.0-1.5 4:1 or Less 10:1 or Less N/A Midblock Crosswalk and Ramp Crosswalk Lighting Low, /A Signalized Intersections – Retrofit or Isolated 1.0-1.5 1.0. Midblock Crosswalk and Ramp Crosswalk, in conjunction to achieve these illumination levels. On ramps, either high mast lighting values
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm231lighting.pdf?sfvrsn=1b5d719_1