661 search results for curb ramp
E8U84
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_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_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_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_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_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_1102-600QuickGuideE
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_120170102_423251-3_SR-25_87090
INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB & GUTTER: NO CURBED: NO 11/29/23, 2.00 4.20 6.20 12.0 12.0 F .06 .08 RC-1/SR 826 RAMP TO SR 24 10.042 N RS N 1.50 1.00 2.50 12.0 12.0 F .03 .07 SC-1/SR 826 RAMP SHOULD 25 10.044 N LR Y 1.30 4.20 5.50 12.0 12.0 F .03 .04 RC-2/SR 826 RAMP TO SR 26 10.450 N RS N 1.50 1.00 2.50 12.0 12.0 F .03 .06 SC-2/SR 826 RAMP SHOULD .000, . FOR THE FRONTAGE ROADS 8 AND SIDE ROADS MILL 1" AND REPLACE WITH 1" 9 OF FC 9.5 10 FOR THE RAMP AT 826
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20170102_423251-3_sr-25_87090.pdf?sfvrsn=90cddb41_1Chapter 4 - Markings
for sidewalk curb ramp design, and Standard Plans, Index 711-001 for crosswalk pavement marking details, Slip Ramps: within the slip ramp transition. o Weave Lanes: within the weave lane transition. o, . • An overhead sign structure is not practical, and the turn lane from an arterial to a limited access on-ramp, left-turn arrow markings east of the northbound off-ramp. The “after” image shows the conditions, access on-ramp entrance is available at the downstream signal. To pic No. 750-000-005 Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-4---markings.pdf?sfvrsn=90776ab8_1