67 search results for curb ramp
439170-1 I-95 PD&E Study PER APPENDIX A & B 04-08-26 DRAFT
NORTHBOUND STA. 239+00 RAMP B RAMP K S W 1 1 T H A V ES W 3 R D S T S W 1 1 T H A V E, P B R A M P C I-95 SOUTHBOUND I-95 NORTHBOUND R A M P I RAMP K SW 30TH AVE 860529 SOUTHBOUND NORTHBOUND STA 254+00 RAMP I RAMP C SOUTHBOUND NORTHBOUND STA. 246+20 RAMP B RAMP K, SOUTHBOUND RAMP I ANSIN BLVD SW 30TH AVE R A M P C SOUTHBOUND NORTHBOUND STA. 270+00 RAMP I RAMP CD1 SOUTHBOUND NORTHBOUND STA. 258+80 RAMP I RAMP C 860530 INTERSTATE 95 110 114 110 110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/2022-construction-academy-d5-tp/439170-1-i-95-pd-e-study-per-appendix-a-b-04-08-26-draft.pdf?sfvrsn=a155cc71_1439170-1 I-95 PD&E Study PER APPENDIX A & B 04-08-26 DRAFT
NORTHBOUND STA. 239+00 RAMP B RAMP K S W 1 1 T H A V ES W 3 R D S T S W 1 1 T H A V E, P B R A M P C I-95 SOUTHBOUND I-95 NORTHBOUND R A M P I RAMP K SW 30TH AVE 860529 SOUTHBOUND NORTHBOUND STA 254+00 RAMP I RAMP C SOUTHBOUND NORTHBOUND STA. 246+20 RAMP B RAMP K, SOUTHBOUND RAMP I ANSIN BLVD SW 30TH AVE R A M P C SOUTHBOUND NORTHBOUND STA. 270+00 RAMP I RAMP CD1 SOUTHBOUND NORTHBOUND STA. 258+80 RAMP I RAMP C 860530 INTERSTATE 95 110 114 110 110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/439170-1-i-95-pd-e-study-per-appendix-a-b-04-08-26-draft.pdf?sfvrsn=ca8660a3_1E3Z51-R0BidTabs
, and curb ramps with vertical misalignments between ¼ inch, and 2 inches, will be corrected by grinding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2026/apr09/e3z51-r0bidtabs.pdf?sfvrsn=4bd0916e_1E1R79PD FINAL AS BUILT SIGNALIZATION PLANS
SIGNAL LOCATION 3 SIGNAL LOCATION 4 SIGNAL LOCATION 5 SIGNAL ID: 417 MP: 0.690 US 41 NB RAMP, US 41 SB RAMP SR 43 (US 301) AT GUIDE SIGN WORKSHEET FIDEL F. VARGAS, PE T-2 SIGNATURE SHEET, LOCATION 5 SIGNAL ID: 417 MP: 0.690 US 41 NB RAMP SR 43 (US 301) AT SIGNAL ID: 418 MP: 0.840 WAL, UTILITY DATA DETAILS T-3 SIGNAL ID: 416 MP: 0.573 US 41 SB RAMP SR 43 (US 301) AT GUIDE SIGN, -MART, SR 43 (US 301) AT HABEN BLVD., AND SR 43 (US 301) RAMP, SR 43 (US 301) AT US 41 NB RAMP, SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27104/e1r79pd-final-as-built-signalization-plans.pdf?sfvrsn=a8fd76d6_1E8W25BidTabs
Ranking WIDEN EB SR 528 EXIT RAMP TO JOHN YOUNG PKWY (MP3) - INTCHG 44946515201 (*) N/A Page 1, upgrades on SR 528 in Orange County from EB SR 528 Exit Ramp to John Young Parkway (MP3). No Pre, : 44946515201 (*) Fed Aid No: WIDEN EB SR 528 EXIT RAMP TO JOHN YOUNG PKWY (MP3) - INTCHG N, 11,329.50 468.00000 15,537.60 323.30000 10,733.56 0225 0425 1351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2026/mar31/e8w25bidtabs.pdf?sfvrsn=ff3b7404_144620415201-PLANS-01-ROADWAY_PH_IV
GENERAL NOTES 14 - 55 ROADWAY PLAN 56 - 59 SPECIAL DETAILS CURB RAMP 64 - 68 TEMPORARY TRAFFIC, EXISTING ASPHALT PAVEMENT FOR DEPTH (3") CURB RAMP A STA. 1294+49.18 TO STA. 1294+69.51 LT. CURB RAMP B STA. 1295+10.18 TO STA. 1295+36.61 LT. CURB RAMP C STA. 1310+35.88 TO STA. 1310+55.00 LT. CURB RAMP D STA. 1315+43.82 TO STA. 1315+62.99 LT. STA. 1315+85.05 TO STA. 1316+05.55 LT. CURB RAMP E STA. 1320+42.09 TO STA. 1320+66.67 LT. CURB RAMP F STA. 1325+53.95 TO STA. 1325+75.95 LT. CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27131/44620415201-plans-01-roadway_ph_iv.pdf?sfvrsn=972626cc_1Contractor PLANS-03-SIGNALIZATION As-Builts E1R79
SIGNAL LOCATION 3 SIGNAL LOCATION 4 SIGNAL LOCATION 5 SIGNAL ID: 417 MP: 0.690 US 41 NB RAMP, US 41 SB RAMP SR 43 (US 301) AT GUIDE SIGN WORKSHEET FIDEL F. VARGAS, PE T-2 SIGNATURE SHEET, . VILLAGE/ WAL-MART, SR 43 (US 301) AT HABEN BLVD., AND SR 43 (US 301) RAMP, SR 43 (US 301) AT US 41 NB RAMP, SR 43 (US 301) AT PALMETTO COMPLETELY REWIRE INTERSECTIONS SR 43 (10TH ST. W.) AT US 41 SB, OF PAVEMENT. NO CURB AND GUTTER, PULL BOXES SHALL BE PLACED A MINIMUM OF 7' PULL BOXES ARE TO BE PLACED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27104/contractor-plans-03-signalization-as-builts-e1r79.pdf?sfvrsn=a8280ffb_12026 Construction Academy MOT Session 1 ca2026
Specifications • Temporary Portable Access Mats and Temporary Portable Curb Ramps • Dev102TPSC & Dev990TPSC • Adds requirements for temporary portable access mats and temporary portable curb ramps, No. 922-102- Temporary Portable Access Surfaces and Curb Ramps – per location per day Florida Department, Findings Type II barricades with signs attached used to close sidewalks and curb ramps did, of closed sidewalks and requires curb ramps to have detectable warnings. Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2026-fall-construction-academy/2026-construction-academy-mot-session-1-ca2026.pdf?sfvrsn=4b886bf6_1Standard Plans-FY 2025-26
and Sidewalk Curb Ramps 304 522-003 Concrete Flared Driveways 515/516 SPI, Roadways 511 000-525 Ramp Terminals 525 SPI General Construction, Bottoms - Type J and P 200 SPI 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 210 SPI 3D 425-021 Curb Inlet Tops - Types 5 and 6 211 3D 425-022 Curb Inlet - Type 7 212 3D 425-023 Curb Inlet - Type 8 213 3D 425-024 Curb
https://fdot.gov/design/standardplans/2026/standard-plans-fy-2025-26D3 Truck Parking Study_Summary Memorandum_2-25-24
, which can lead to parking at unauthorized locations like roadway shoulders, ramps, and vacant lots, I-10 using an off- ramp. The Gadsden and Holmes County Rest Areas service both the eastbound, of Drainage Structures Drainage Structures Grate inlets Open concrete ditches Curb and gutter, . A water runoff spillway via curb and gutter is proposed to allow proper drainage of the additional, of paved surface. The concept plan proposes converting the parking area to nine-inch concrete with curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/tpas/d3/d3-truck-parking-study_summary-memorandum_2-25-24.pdf?sfvrsn=9f4f636a_1Florida Greenbook
, bridges, sidewalks, curbs and curb ramps, crosswalks, bicycle facilities, underpasses, and overpasses
https://fdot.gov/roadway/floridagreenbook/fgb.shtmStandard Plans - FY 2026-27
522-002 Detectable Warnings and Sidewalk Curb Ramps 304 522-003 Concrete, Speed Roadways 511 000-525 Ramp Terminals 525, and P 200 SPI 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 210 SPI 3D 425-021 Curb Inlet Tops - Types 5 and 6 211 3D 425-022 Curb Inlet - Type 7 212 3D 425-023 Curb Inlet - Type 8
https://fdot.gov/design/standardplans/current/27449049-1_US 92_Scope-Concept-LRE_FINAL_2026-0303
): NA (Concrete) 20. List Non-ADA Compliant Curb Ramps or APS Identified by Safety: (All ADA items, of curb ramps, evaluation is needed during design to further investigate whether the hardened centerlines, Within the project limits, any sidewalk and concrete curb ramp with detectable warning truncated, recommendations: Multiple curb ramps likely need reconstructing which would cause the need to move some, , shoulders, curb and gutter, shoulder gutter, traffic separators and concrete medians. Guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27107/449049-1_us-92_scope-concept-lre_final_2026-0303.pdf?sfvrsn=db90a7d2_143917012202-CE2-D4-Draft_Type_2_CE_Form_SR-9_I-95_-2026-0413
at the ramp terminal intersections. The proposed northbound and southbound off-ramps consist of triple, acquisition. The bus ramp connecting onto the I-95 southbound ramp will need to be modified due to changes in the profile. The southbound on-ramp to I-95 from Sheridan Street has a profile that is designed for 30mph. The bus access ramp will likely be designed for 25 mph. I-95 at Stirling Road, and safety by temporarily shifting traffic to the left side of the road between freeway ramps, allowing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/43917012202-ce2-d4-draft_type_2_ce_form_sr-9_i-95_-2026-0413.pdf?sfvrsn=432a652e_144620415201-ESTIMATES-QUANTITIES_PH_IV
+49.02 1294+69.39 LT 118301 Curb Ramps 23.7 BL A 1295+10.25 A 1295+36.60 LT 85094 Curb Ramps 14.7 BL A 1310+35.95 A 1310+54.92 LT 118349 Curb Ramps 1.1 BL A 1315+43.85 A 1315+52.62 LT 118390 Curb Ramps 13.4 BL A 1315+43.86 A 1315+63.00 LT 118383 Curb Ramps 18.3 BL A 1315+45.58 A 1315+65.27 RT 118391 Curb Ramps 15.5 BL A 1315+83.93 A 1316+04.34 RT 118398 Curb Ramps 20.1 BL A 1315+85.05 A 1316+05.53 LT 118404 Curb Ramps 32.1 BL A 1320+42.11 A 1320+66.61 LT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27131/44620415201-estimates-quantities_ph_iv.pdf?sfvrsn=bda74dd6_1FPID_439170-1_CRAS_Report-Final
curb ramps to meet Americans with Disabilities Act (ADA) requirements, updating existing mast arm, length on existing turn lanes. Additional project activities include upgrading existing curb ramps, activities include upgrading existing curb ramps to meet ADA requirements, updating existing mast arm, curb ramps to meet ADA requirements, updating existing mast arm assemblies, replacing existing, Area), including constructing braided ramps, additional turn lanes, and bike lanes, and expanding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/fpid_439170-1_cras_report-final.pdf?sfvrsn=17e3f2dc_113162000 - MP 0.000-1.761 S.R. 70 (53rd Ave W) FINAL Corridor Safety Concept
*CONSOLIDATE SIDEWALK/CURB RAMPS *CONTINUOUS SIDEWALK ON NORTH SIDE OF ROADWAY *HIGH EMPHASIS CROSSWALKS AT SIDE STREETS CORRIDOR WIDE IMPROVEMENTS: 4' FROM FACE OF CURB LATERAL OFFSET: ROADWAY SECTION, CONSOLIDATE CURB RAMPS APPROXIMATE R/W APPROXIMATE R/W POLE TO REMAIN EXISTING UTILITY LIGHT, ' CURB RAMPS CONSOLIDATE WITH A RAISED CROSSWALK PROPOSED TYPE II SPEED TABLE APPROXIMATE R/W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27124/13162000---mp-0-000-1-761-s-r-70-(53rd-ave-w)-final-corridor-safety-concept.pdf?sfvrsn=10859f6c_12026 FDOT Traffic Engineering Manual
................................................................................. 2.4-1 2.5 Destination-Distance Signs at Rural Interstate and Freeway Exit Ramp, ............................................................................................................2.42-8 2.43 RAMP ONLY Sign Panel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/2026-fdot-traffic-engineering-manual.pdf?sfvrsn=bc6a344d_3Getting to Zero Checklist 4-30-26
-designed infrastructure—such as sidewalks, crosswalks, and curb ramps—helps prevent fatalities, slope, longitudinal slope, etc.? ☐ ☐ ☐ 2. Do existing curb ramps meet ADA requirements? ☐ ☐ ☐ 3, daily traffic (ADT): 7. Context Classification: 8. Curb and gutter present? 9. Type of curb and gutter (if present): 10. Sidewalk present? 11. Is sidewalk offset from back of curb (if present
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-safety-documents/getting-to-zero-checklist-4-30-26.pdf?sfvrsn=3f66dfe1_1456237-TechnicalScope-rev FINAL DRAFT
): Not available currently. 20. List Non-ADA Compliant Curb Ramps Identified by Safety: (All ADA items should, where crosswalk do not exists, o Reconstructing ramps that are not ADA compliant, and separate curb ramps/crosswalks where viable, o Replacing the guardrail, end anchorage, and guardrail, that a 25-ft radius from the face of curb with ramps can be constructed without relocating, in 2001 within the limits included in this project from SR 45 (USB 41) to the SR 55 (US 301) ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27104/456237-technicalscope-rev-final-draft.pdf?sfvrsn=abdbe15b_1