2414 search results for fla

460-475

has been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, ) Double Dowel Bars 4D (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Detached Sidewalk or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared, (Last OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-475.pdf?sfvrsn=d9950bd9_1

460-476

match adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index, ) Transition Block Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain, similar Wall shown, Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies, FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing, clearance ends with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/460-476.pdf?sfvrsn=3c85a23d_1

SPI-544-001

. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15 degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-544-001.pdf?sfvrsn=8befd650_2

SPI-544-001

. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15-degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-544-001.pdf?sfvrsn=94d73e1f_1

DSPI-D540-001

Specialty Engineer. Only HTCB systems on slopes 1:6 or flatter that have been crash tested, , are as follows: 1. Where possible, locate HTCB on relatively flat, unobstructed terrain with a slope of 1:10 or flatter. 2. Locate on shoulders or median cross-slopes up to 1:6. 3. If slopes steeper, Index D540-001 High Tension Cable Barrier February 2025 4 Systems installed within fairly flat, water runoff or drainage features exist. For slopes of 1:6 or flatter follow the HTCB Lateral Offset

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d540-001.pdf?sfvrsn=450ce70f_6

654-001IndReviewResponse

 Industry Review Comments and Responses FDOT – Standard Plans 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly ORIGINATION Date: May 25, 2023 Name: Rick Jenkins Phone: (850) 414-4355 Email: Rick.Jenkins@dot.state.fl.us COMMENTARY Note 4 and callouts were updated at the request of the TERL to allow for various sign options. Note 12 was added because of new spread footing design option in Standard Plans Index 700-120. COMMENTS AND RESPONSES BLACK = Industry Review

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/654-001indreviewresponse.pdf?sfvrsn=a6627b46_1

SPI-509-070

, crossing with flashing-light signals, gates, or traffic control signals). Refer to the MUTCD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-509-070.pdf?sfvrsn=3b3f23e9_1

SPI-509-070

, crossing with flashing-light signals, gates, or traffic control signals). Refer to the MUTCD

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-509-070.pdf?sfvrsn=91355c3e_1

SPI-515-051

be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-051.pdf?sfvrsn=62deb5dd_1

SPI-515-061

treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-061.pdf?sfvrsn=611631a_1

SPI-515-051

be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-515-051.pdf?sfvrsn=cf9976b9_1

SPI-515-061

treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-515-061.pdf?sfvrsn=70b7ffc9_1

Website Plug-Ins

additional functionality to a web browser. Adobe Systems, Inc. Adobe Acrobat Reader Adobe Flash

https://www.fdot.gov/agencyresources/notices/plugins.shtm

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
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