4669 search results for fla

2026FDM919LatDitch

. 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

Governing-Board-Agenda-Package-10302014

Approved 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

Approved 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

E55F2

 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

E59D2

 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

FDOT Design Manual Redlines

2023 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

522-002

1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may

522-002e2

.) 2 1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20, M i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap

522-002

1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may

522-002

Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/25 RAILROAD CROSSING RAILROAD CROSSING NOTE: Flangeway Gap may be up to 3" for Freight-only Railways. M i n . M i

Agency 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

521-405

. 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

521-405

over. and finish flat by grouting or grinding as required. Exposed existing reinforcing steel, Face Existing Flared Wing Wall similar Existing Parallel Wing Wall shown, (Type Varies, Bridge Curb Height on Match Existing Retrofit Railing of Vertical Face Begin Flared Portion, Begin Flared Portion of Vertical (Varies) when present Asphalt Overlay Surface Final Riding, ) PARTIAL ELEVATION OF INSIDE FACE OF RAILING RAILING END TREATMENT FOR FLARED CURBS SCHEME 4 (Existing

521-405

flat by grouting or grinding as required. Exposed existing reinforcing steel not encased 3. Where, Sleeve Assembly Expansion Dowel (Typ.) Bars 4C Retrofit Railing Vertical Face Existing Flared, Existing Retrofit Railing of Vertical Face Begin Flared Portion Surface Final Riding present, Face Retrofit of Transition Limiting Station Face Retrofit Railing Begin Flared Portion, OF RAILING RAILING END TREATMENT FOR FLARED CURBS SCHEME 4 (Existing Wing Post, Railing

20_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

6870300.impl

and flashing beacon sites. Ensurethatanypublicnetworkconnections(PSTN,cellular,orotherconnections, tests on at least one HAR system, including the operations center, one sign and flashing beacon

E1Y19-R0

MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN ASSY- SINGLE DIRECTION AS 2.000 0654- 2- 22 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON

3470000.impl

or flaking off of the surface layer that exposes the rough, pitted aggregate surface in excess of 10