253 search results for curb ramp
Historical Item Averages Market Area 03
REINFORCED POLYMER BARS, #9 BAR 0425 1311 2 $7,944.18 $206,548.64 26.000 EA N INLETS, CURB, TYPE P-1, 10' 0425 1321 1 $8,386.29 $50,317.74 6.000 EA N INLETS, CURB, TYPE P-2, 10' 0425 1351 3 $6,804.25 $190,519.08 28.000 EA N INLETS, CURB, TYPE P-5, 10' 0425 1421 1 $14,070.86 $56,283.44 4.000 EA N INLETS, CURB, TYPE J-2, 10' 0425 1471 2 $9,972.24 $39,888.96 4.000 EA N INLETS, CURB, TYPE 7, 10, 22,508.000 LF N CONCRETE CURB & GUTTER, TYPE E 0520 1 10 5 $32.20 $816,997.53 25,371.000 LF N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-03.pdf?sfvrsn=536d6672_14E8W25BidTabs
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_1438262-1 ERC Comments PH II
For Chris Coughlin 5/21/2025 1 Detail 1 shows transition from proposed curb ramp to the existing, Galway Lane Detail on Special Detail Sheet." The special detail provides curb ramp details, Created By Created On Version Delegate For Chris Coughlin 5/21/2025 1 Per FDM 222.2, curb ramps should be in line with the crossing. Please review. Being that new curb ramps & pedestrian refuges, and curb ramp will be reviewed to determine if the alignment can be revised. Chris Coughlin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27134/438262-1-erc-comments-ph-ii.pdf?sfvrsn=b82da5ac_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_1Final_Conept_Plans_US41-15th
*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, ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' CURB RAMPS CONSOLIDATE WITH A RAISED CROSSWALK, 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' PROPOSED TYPE II SPEED TABLE CONSOLIDATE CURB RAMPS APPROXIMATE R/W APPROXIMATE R/W POLE TO REMAIN EXISTING UTILITY LIGHT DELINEATORS NOSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27124/final_conept_plans_us41-15th.pdf?sfvrsn=507405a1_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, ' 1 1 ' 1 1 ' CURB RAMPS CONSOLIDATE WITH A RAISED CROSSWALK PROPOSED TYPE II SPEED TABLE
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=52e06a6d_12026-08-26_ConceptPlanSheets_US41-15th
*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, ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' CURB RAMPS CONSOLIDATE WITH A RAISED CROSSWALK, 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' PROPOSED TYPE II SPEED TABLE CONSOLIDATE CURB RAMPS APPROXIMATE R/W APPROXIMATE R/W POLE TO REMAIN EXISTING UTILITY LIGHT DELINEATORS NOSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27124/2026-08-26_conceptplansheets_us41-15th.pdf?sfvrsn=485250e3_12027FDM113RWRequirements
. This limits public access to interchange connection-points designed with entrance and exit ramps and limits, activities by others in the project area. Avoid multiple acquisitions from the same owner at ramp, and bridges (b) Cross section elements, transit facilities, ditches, curb returns and sidewalks (c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm113rwrequirements.pdf?sfvrsn=55392cf5_12026FDMPart9NexGenPlans
, and curb ramps (d) Preliminary pavement markings including edge lines, interior lane lines, , ramps, cross streets, and side roads . Provide vertical geometry for mainline roadways and cross streets, and when critical to the project, for ramps and side roads as well. These sheets, Plan View • Begin & end stations for construction • Curb return numbers, station ties, CROSS SECTIONS • R/W lines • Special ditch bottom elevations • Equivalent stations for ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart9nexgenplans.pdf?sfvrsn=be50818_22027FDM102Glossary
warnings must be placed in the same locations as that of a curb ramp. Bicycle Way Any road, path, , and Estimates (PS&E) Submittal(s), consistent with programmed project delivery schedules. Ramp A turning roadway that connects a freeway to a crossing roadway within an interchange. The components of a ramp are a terminal at each leg and a connecting road. The geometry of the connecting road ramp usually
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm102glossary.pdf?sfvrsn=240c0147_1D3 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_1Standard Plans - FY 2024-25
Sidewalk 310 SPI 522-002 Detectable Warnings and Sidewalk Curb Ramps, Superelevation Transitions - Low Speed Roadways 511 000-525 Ramp Terminals, Structures 201 SPI XLS 425-010 Structure Bottoms - Type J and P 200 SPI 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 210 SPI 425-021 Curb Inlet Tops - Types 5 and 6 211 425-022 Curb Inlet - Type 7 212 425-023 Curb Inlet - Type 8
https://fdot.gov/design/standardplans/2025/standard-plans---fy-2024-2544620415201-PLANS-01-ROADWAY-SPECS1
ROADWAY PLAN 56 - 59 SPECIAL DETAILS CURB RAMP 64 - 68 TEMPORARY TRAFFIC CONTROL PLAN CONCRETE, SP-12.5 (TRAFFIC E) (1 MILL 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+54.88 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27131/44620415201-plans-01-roadway-specs1.pdf?sfvrsn=b502f0db_1Design 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://fdot.gov/roadway/ds/13/stds.shtm44620415201-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_1E8W51
0400- 2- 12 CONCRETE, CLASS II, TRENCH SLAB CY 20.000 0425- 1-311 INLETS, CURB, TYPE P-1, 10' EA 1.000 0425- 1-321 INLETS, CURB, TYPE P-2, 10' EA 2.000 0425- 1-421 INLETS, CURB, TYPE J-2, 10' EA, - 7- 22 VEHICLE DETECTION SYSTEM- WRONG WAY FOR EXIT RAMP, 3 OR MORE LANES, AC POWERED EA 1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/nov03/e8w51.pdf?sfvrsn=cdb6d828_12027FDM901SeqOfPlans
paths, urban side paths, and curb ramps (d) Preliminary pavement markings including edge lines, Notice to Proceed (NTP) and Phase I Plans. Include horizontal geometry for mainline roadways, ramps, , and when critical to the project, for ramps and side roads as well. These sheets are typically, for construction • Curb return numbers, station ties, and elevations • Proposed drainage structures, CROSS SECTIONS • R/W lines • Special ditch bottom elevations • Equivalent stations for ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2027/review/2027fdm901seqofplans.pdf?sfvrsn=7bf8cdcd_4449049-1_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_120250814_452120-1_452121-1_SR429_75473
: End CMP: 1.405 Curb & Gutter (Y / N): T y p e L a t i t u d e L o n g i t u d, Curbed (Y / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End CMP: 5.292 Length 3.887 Outside: County, Southbound On-Ramp (75473010) 48 5.196 L2 LWP 5.0 12.0 --- --- --- --- --- --- G 52 0.09 RAMP LWP 4.3 12.3 --- --- --- --- --- --- G 51 0.46 RAMP LWP 3.6 13.0 --- --- G 50 5.292 L1 --- 4.3 14.8, Curbed (Y / N): Paved, Lawn, Other: Curb & Gutter (Y / N): End CMP: 5.292 Length 3.887 Outside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20250814_452120-1_452121-1_sr429_75473.pdf?sfvrsn=cd755d0b_144620415201-ESTIMATES-QUANTITIES-SPECS1
+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 118414 Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27131/44620415201-estimates-quantities-specs1.pdf?sfvrsn=9f6682ab_1