4643 search results for fla

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---street-sweeper.pdf?sfvrsn=575a7cfc_4

2024FDM918DrngMap

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_1

2024FDM919LatDitch

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_1

2024FDM919LatDitch

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_1

2025FDM918DrngMap

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_2

2025FDM919LatDitch

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_2

2025FDM919LatDitch

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_2

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm919latditch.pdf?sfvrsn=69452d09_2

2026FDM918DrngMap

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_2

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm919latditch.pdf?sfvrsn=bcf3621a_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-405.pdf?sfvrsn=e6521bd2_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-405.pdf?sfvrsn=543576b4_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-405.pdf?sfvrsn=8980effe_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/20_drainage_rulemaking.pdf?sfvrsn=417b68ec_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6870300.impl.pdf?sfvrsn=e7fbd7f2_0

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/nov06/e1y19-r0.pdf?sfvrsn=74fe7295_1

RTOC

Flared End Section 521-511 Concrete Barrier/Noise Wall (14'-0") 430-021 Cross Drain Mitered End Section, Outlets 522-003 Concrete Flared Driveways 444-T01 Deep Well Injection Box Ditch and Slope Pavement, Lighting 654-001 Rectangular Rapid Flashing Beacon Assembly 715-002 Standard Aluminum Lighting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rtoc.pdf?sfvrsn=c8fe4ca3_2

RTOC

Concrete Endwall - Energy Dissipator - 30" to 72" Pipe 521-010 Opaque Visual Barrier 430-020 Flared, Detectable Warnings and Sidewalk Curb Ramps 444-T01 Deep Well Injection Box 522-003 Concrete Flared, 654-001 Rectangular Rapid Flashing Beacon Assembly 715-003 Utility Conflict Pole 659-010 Span Wire

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rtoc.pdf?sfvrsn=84dd2ec1_2

RTOC

- 30" to 72" Pipe 521-010 Opaque Visual Barrier 430-020 Flared End Section 521-510 Concrete Barrier, Curb Ramps 444-T01 Deep Well Injection Box 522-003 Concrete Flared Driveways 446-001 Concrete, 654-001 Rectangular Rapid Flashing Beacon Assembly 715-003 Utility Conflict Pole 659-010 Span Wire

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rtoc.pdf?sfvrsn=b0d2649d_1
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