981 search results for curb ramp
Chapter13 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_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_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_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_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_7E1W17
, 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_120220404_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_1449122-1_SR72_PHIIR_Conflict_Matrix_PH IV
valve is in direct conflict with the proposed sidewalk and curb ramp reconstruction. UAO to monitor, with the proposed sidewalk and curb ramp reconstruction. UAO to monitor and adjust manhole as needed 31, located within the proposed sidewalk and curb ramp reconstruction. UAO to adjust manhole 33, in direct conflict with the proposed sidewalk and curb ramp reconstruction. UAO to relocate utility 63, proximity to the proposed light pole and proposed sidewalk and curb ramp reconstruction. UAO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/449122-1_sr72_phiir_conflict_matrix_ph-iv.pdf?sfvrsn=766dd6f4_12026FDM213ModRoundabout
than 2 feet. • Provide crosswalks at every approach leg. (a) Provide curb ramps and detectable, splitter islands and roadside curb provide visual cuesques to establish a speed transition zone, ), lane width, entry width, curb locations) introduce deflection and curvature into the driver’s path, islands are to use Type E curb and gutter or Type I traffic separator. Locate the crosswalk, at crosswalks is 6 feet (between curb faces). The minimum crosswalk width in the splitter island is 10 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm213modroundabout.pdf?sfvrsn=2677fe65_13102-660
" 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_1