4704 search results for fla
6410000.impl
castings must have a smooth finish free from cracks, blow-holes, shrinks, and other flaws. All roller, be double-flanged and include neoprene closed-cell gaskets permanently secured on the interior door
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/6410000.impl.pdf?sfvrsn=6704391e_02024FDM918DrngMap
of construction with station equations. Show stationing at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station the begin and end of bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm918drngmap.pdf?sfvrsn=744c533e_12024FDM919LatDitch
and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall construction, the design intent, include the following: Flag and station the begin and end lateral ditch. Label
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm919latditch.pdf?sfvrsn=27d6bf6b_12024FDM919LatDitch
and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall construction, necessary to convey the design intent, include the following: Flag and station the begin and end lateral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm919latditch.pdf?sfvrsn=b1a7a976_12025FDM918DrngMap
of construction with station equations. Show stationing at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station the begin and end of bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm918drngmap.pdf?sfvrsn=2dce83a3_22025FDM919LatDitch
labeling and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall, to convey the design intent, include the following: Flag and station the begin and end lateral ditch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm919latditch.pdf?sfvrsn=50351411_22025FDM919LatDitch
labeling and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall, labeling and dimensions necessary to convey the design intent, include the following: Flag
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm919latditch.pdf?sfvrsn=170403d2_22026FDM919LatDitch
. Provide the following labeling and dimensions as appropriate: Flag and station the begin and end, : Flag and station the begin and end lateral ditch. Label percent grade for each tangent section. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm919latditch.pdf?sfvrsn=69452d09_22026FDM918DrngMap
at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm918drngmap.pdf?sfvrsn=f0c0326f_22026FDM919LatDitch
. Provide the following labeling and dimensions as appropriate: Flag and station the begin and end, : Flag and station the begin and end lateral ditch. Label percent grade for each tangent section. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm919latditch.pdf?sfvrsn=bcf3621a_1Approved CTQP Providers - Aggregates
University Department of Civil & Environmental Engineering 10555 West Flagler Street (Office, & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida 33174 (305
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/aggregate.shtmApproved CTQP Providers - Asphalt Plant
Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida, International University Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/asphaltplant.shtmE55F2
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250204 Call Order: 002 Proposal: E55F2 District:05 Counties: FLAGLER Road Name: SR 5 (US-1) Limits: 73010000 Project(s): 44521625201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 170 Total Bridge Length: Letting Date: 02/04/25 Total Proposal Length: 6 . 175 Miles 0.000, Coast Parkway northerly for 6.175 miles to south of the St Johns County line in Flagler County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/e55f2.pdf?sfvrsn=bce41192_4E59D2
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05260203 Call Order: 007 Proposal: E59D2-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name: Roadside Repair Limits: Midpoint Project(s): 42795817234(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date, Fiscal Year: 2026 Counties: Lake, Seminole, Volusia and Flagler Counties Contract Calendar Days: 365
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/e59d2.pdf?sfvrsn=7d261d10_12023 Homestead Freight Improvement Plan
SW 320th St. Mowry Dr. SW 177th Ave. N. Flagler Ave. 0.1 2 lanes to 4 lanes 3 2,159,860.33 $ 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/publications/d6/2023-homestead-freight-improvement-plan.pdf?sfvrsn=3756ccff_1Agency Term Contract - Street Sweeper
: Triangle & Flare Kit Manufacturer and model number: Global M4HSD Unit Price $200.00 ITEM DESCRIPTION, be of split flange type to enable replacement without having to remove belts and shafts. Sprockets, , LED back up lights and reflectors, self canceling turn signals with hazard flashers, electrical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---street-sweeper.pdf?sfvrsn=575a7cfc_420_Drainage_Rulemaking
feet per second (fps) when the storm drain is flowing full. Where not practical or possible in flat, flow from intersecting streets before it reaches the major highway. • Flanking inlets in sag, longitudinal gutter grade shall be 0.3%. Minimum grades can be maintained in very flat terrain by use, , or water control facilities. If other modifications, such as landscaping or providing flat slopes, can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/20_drainage_rulemaking.pdf?sfvrsn=417b68ec_1521-405
. and finish flat by grouting or grinding as required. Exposed existing reinforcing steel not encased 3, Existing Flared Wing Wall similar Existing Parallel Wing Wall shown, (Type Varies) Existing Wing Post, Height on Match Existing Retrofit Railing of Vertical Face Begin Flared Portion Surface Final, Portion of Vertical Face Retrofit of Transition Limiting Station Face Retrofit Railing Begin Flared, OF INSIDE FACE OF RAILING RAILING END TREATMENT FOR FLARED CURBS SCHEME 4 (Existing Wing Post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-405.pdf?sfvrsn=e6521bd2_1