1134 search results for curb ramp

2025 District Two Letting & Project Information

Removal and replacement of concrete sidewalks, driveways, and sidewalk curb ramps E21W1-R0 Baker, Baker, Columbia, Hamilton,Suwannee, Union Edge and sweep sidewalks, Driveway’s, curb and gutters

https://www.fdot.gov/contracts/district-offices/d2/lettings/2025/2025-district-two-letting---project-information

2024FDM916DrainStruct

, traffic separators, sidewalks, curb ramps, and driveways. Show proposed bridges and approach slabs

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm916drainstruct.pdf?sfvrsn=5fe63faa_1

E53F1BidTabs

miles in Brevard County. Additional items include milling and resurfacing of the interchange ramps, , CURB, TYPE 9,

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/apr01/e53f1bidtabs.pdf?sfvrsn=48565ddb_1

20240317_449163-1_SR-9_94001

OUTSIDE: MEDIAN: CURB & GUTTER: NO CURBED: NO 06/30/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03, FC-5 5 (FRICTION COURSE). 6 RAMPS: 7 MILL 1.50 INCHES AND REPAVE WITH 1.50 INCHES 8 FC-12.5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20240317_449163-1_sr-9_94001.pdf?sfvrsn=c05224db_2

2024FDM901SeqOfPlans

, and transit facilities (c) Preliminary horizontal geometry including pavement edges, curb and gutter, traffic separators, islands, sidewalks, and curb ramps (d) Preliminary pavement markings including, ) and Phase I Plans. Include horizontal geometry for mainline roadways, ramps, cross streets, to the project for ramps and side roads as well. These sheets are typically produced using large format, -PROFILE Plan View • Begin & end stations for construction • Curb return numbers, station ties

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm901seqofplans.pdf?sfvrsn=473ff1d3_1

2026FDMPart9NexGenPlans

paths, and curb ramps (d) Preliminary pavement markings including edge lines, interior lane lines, roadways, 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, -PROFILE Plan View • Begin & end stations for construction • Curb return numbers, station ties, ROADWAY 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_1

FY 2026-27 Redline eBook compressed

. The portion of the roadbed immediately below the base course or pavement, including below the curb, , pavement, or curb and gutter. Substructure. All of that part of a bridge structure below the bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/ebook/fy-2026-27-redline-ebook-compressed.pdf?sfvrsn=a459e48a_1

StandardPlansFY2022-23eBooke

Sidewalk 443-001French Drain 522-002Detectable Warnings and Sidewalk Curb Ramps 443-002Skimmers, Warnings and Sidewalk Curb Ramps 250 430-030 Straight Concrete Endwalls - Single And Multiple Pipe, ----------------- C & G Curb And Gutter Ex. Example L Length C.C. Crash Cushion Exist. Existing LA Limited, ) 548-020MSE Retaining Wall Systems - Permanent Concrete Gutter, Curb Elements and Traffic Separator, Mitered End Section 210 425-020 Curb Inlet Tops - Types 1, 2, 3 and 4 273 430-022 Side Drain Mitered

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/standardplansfy2022-23ebooke.pdf?sfvrsn=7c04dff0_3

44737915201-PLANS-01-ROADWAY (1)

IN MILLING. REMOVAL WILL REQUIRE REPLACEMENT OF CURB AND GUTTER AT PRESERVE CONCRETE GUTTER. ANY, TO THE DEPARTMENT. WORK TO BE INCLUDED IN MILLING. REMOVAL WILL REQUIRE REPLACEMENT OF CURB AND GUTTER AT PRESERVE, NO COST TO THE DEPARTMENT. WORK TO BE INCLUDED IN MILLING. REMOVAL WILL REQUIRE REPLACEMENT OF CURB, . WORK TO BE INCLUDED IN MILLING. REMOVAL WILL REQUIRE REPLACEMENT OF CURB AND GUTTER AT PRESERVE, To Remain To Remain Exist. Wide Curb Type 2 Exist. Railing To Remain Exist. Wide Curb Type 2 To Remain

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-01-roadway-(1).pdf?sfvrsn=91328fcc_1

2025-FPDM

with Disabilities Act (ADA) requirements for curb ramps and detectable warnings; all other RRR requirements, projects, stabilized subgrade is usually necessary to support curb and gutter. In some situations, Construction or Reconstruction 5-28 5.6.3 ASPHALT BASE CURB PAD When asphalt base only is decided on for a curb and gutter project, it is generally advisable to show, on the typical section, an asphalt Type B-12.5 pad under the curb (see FDOT Design Manual (FDM) Exhibit 913-4 for example). The thickness

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm.pdf?sfvrsn=cfa567d_1

2025-FPDM-v2

) requirements for curb ramps and detectable warnings; all other RRR requirements in FDOT Design, . On urban projects, stabilized subgrade is usually necessary to support curb and gutter. In some, for New Construction or Reconstruction 5-28 5.6.3 ASPHALT BASE CURB PAD When asphalt base only is decided on for a curb and gutter project, it is generally advisable to show, on the typical section, an asphalt Type B-12.5 pad under the curb (see FDOT Design Manual (FDM) Exhibit 913-4 for example

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm-v2.pdf?sfvrsn=7b53982a_1

2026FPDM

with Disabilities Act (ADA) requirements for curb ramps and detectable warnings; all other RRR requirements, projects, stabilized subgrade is usually necessary to support curb and gutter. In some situations, Construction or Reconstruction 5-29 5.6.3 ASPHALT BASE CURB PAD When asphalt base only is decided on for a curb and gutter project, it is generally advisable to show, on the typical section, an asphalt Type B-12.5 pad under the curb (see FDOT Design Manual (FDM) Exhibit 913-4 for example

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2026fpdm.pdf?sfvrsn=872fc1af_1

ScopeOfServices_StageII

Blvd and Williams Rd., relocate crosswalks, improve pedestrian and bike ramps, and revise signing, curb and gutter, 4-foot bike lanes, 5-foot sidewalk, ....] Cross-Slope Correction: N/A Access, that flows along the curb and gutter and collected into curb inlets. 449683-1: The existing drainage, that flows along the curb and gutter and collected into curb inlets. Number of stormwater management

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1

1600200FHWA

lanes, ramps, parking lots, concrete box culverts, retaining wall systems, shoulder-only areas, as separate LOTs. Curb pads and shoulders compacted separately shall be considered separate LOTs, including any repairs, replacement, etc., of curb and gutter, sidewalk, etc., which might become, of the finished graded surface shown in the Plans. Construct mainline pavement lanes, turn lanes, ramps, parking, ”. Isolated mixing operations and isolated compaction operations will be considered as separate LOTs. Curb

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1600200fhwa.pdf?sfvrsn=335202a2_1

Traffic Engineering Manual-Dec 2023

and Freeway Exit Ramp Terminals………………………………………….………………………………..2-5-1 2.5.1 Background, 2.43 Ramp Only Sign Panel………………………………………….………………2-43-1 2.43.1 Purpose, be appropriate even when skid numbers are greater than 30. (3) Ramp and Bridge Decks. Interchange exit or entrance ramps on sharp curves and on a downgrade may present a hazardous condition if the pavement is also slippery. Special attention should be given to ramps with compound curves. A pavement friction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/traffic-engineering-manual-dec-2023.pdf?sfvrsn=a33268c8_4

D5-11-04-25BSN

to restore the functional condition of the pavement, reconstruction of existing curb ramps for ADA, 417 South on-off ramp approximately 0.606 miles in Orange County. PREQUALIFICATION REQUIRED Page, ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, PG 76- 22 TN 146.900 0520- 1- 7 CONCRETE CURB, CURB & GUTTER, TYPE E LF 76.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 329.000 0522- 1, MANHOLE, ADJUST, UTILITIES EA 6.000 0425- 6- VALVE BOXES, ADJUST EA 18.000 0520- 1- 10 CONCRETE CURB

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/d5-11-04-25bsn.pdf?sfvrsn=6994179e_1
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