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521-630

a r i e s Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) wall at approach slabs: 10. The following Indexes contain, Back of Shoulder Barrier (Typ.) 2" Cover Shoulder Barrier Roadway Pavement Shoulder or Subbase, o t e 2 ) S l o p e V a r i e s Roadway Pavement Shoulder or " Max.) ƀ " Min. ~ 2 ƀ

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-630.pdf?sfvrsn=7cd1b9b1_1

591-001

Base Pavement M i n i m u m D e p t h Coated Conductive Tape 1 0 " - 1 2

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676-010

according to site condition or locations. 2. The number, size and orientation of conduit sweep pavement, or locations. Provide 2. The number, size and orientation of conduit sweep will pavement areas, or where, or cover 2. If cabinet mounting requires relocation of hole in pavement areas, or where R/W is restricted, " for drainage. Not required in sidewalk, pavement 8. Riser dimensions shown are based on maximum cabinet

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700-106

face traffic the outer edge of pavement. Delineators are to be placed not less than 2

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706-001-Answers to Exec Mgmt

FY 2026-27 Standard Plans – 706-001 (Typical Placement of Raised Pavement Markers) – Update Wrong-Way Arrow For review by the Chief Engineer Summary of the Revisions: The Department is removing two RPMs from the typical Wrong-Way Arrow. This revision is being made at the request of the Districts based on public input to remove the RPMs from the tire path. Other revisions were made to FDM 230 to allow more flexibility in the placement of Wrong-Way Arrows and signage. These revisions

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/706-001-answers-to-exec-mgmt.pdf?sfvrsn=6d23529c_1

SPI-521-010

the section that is on the opposite side of the toll loop pavement. At the discretion of the designer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-010.pdf?sfvrsn=7bf41735_1

26127_443122-1_Webinar

Minor Highway Design • 4.1.1 Miscellaneous Structures • 7.1 Signing, Pavement Marking

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26127/26127_443122-1_webinar.pdf?sfvrsn=41605edb_1

630-010

SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, (See Sheet 1 Note 3) Steel Pipe, (Min.) 2'-0" Riprap Pavement or Rubble Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT, in Retaining EJB Spacing 300'-0" (Max.) 2'-0" (Min.) 2'-0" (Min.) Pavement or Rubble Riprap Edge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/630-010.pdf?sfvrsn=eee5df5f_1

521-423

1 0 / 6 / 2 0 2 5 3 : 1 5 : 4 3 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX TRAFFIC RAILING - (32" VERTICAL SHAPE) 1 3 521-423 11/01/20 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Approach Slab Similar) Shown, Rigid Pavement Pavement Approach Slab Approach Slab (Flexible Wall Railing on Retaining Slab or Begin

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Z/Server Dependent Production Applications

Inventory PCM Project Cost Management PCR Pavement Coring Reporting PPS Personnel / Payroll System STP

https://www.fdot.gov/it/mfdependentapplications.shtm

MOT Session

installations and removal or covering of existing signs • Installation and removal of pavement markings, or a combined system • Alternative to temporary pavement for Pedestrian or Bicycle Special Detour, Process Review Findings • Common Issues • Device Quality • Pavement Marking Issues • Pedestrian, had conflicting pavement markings. Index 102-600, Sheet 8 requires the removal of existing pavement, conflicting pavement markings. Index 102- 600, Sheet 8 requires the removal of existing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mot-session.pdf?sfvrsn=87d1d53a_1

1600100FHWA

to the stabilization operation. 160-2.1.2.1 Reclaimed Asphalt Pavement: When Reclaimed Asphalt Pavement (RAP, not meet the required criteria, reject the material. 160-2.2.2 Reclaimed Asphalt Pavement (RAP, Reclaimed Asphalt Pavement (RAP) Blended Material: RAP blended material is defined as material meeting, shown in the Plans. Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete, such as pavement lanes, turn lanes, ramps, parking lots, concrete box culverts, emergency shoulder use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1600100fhwa.pdf?sfvrsn=4a3c6a5f_1

430-001

9 / 2 6 / 2 0 2 5 1 2 : 5 6 : 2 4 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX H Edge of Pavement Edge of Shoulder Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f s e t D i t c h Ditch Bottom Ditch Bottom Ditch Bottom Edge of Pavement Edge of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-001.pdf?sfvrsn=1c4bc15a_1

Glades Draft Tentative WP_FY27-31

$25,855,014 451267-1 - SR 29 FROM HENDRY COUNTY LINE TO N OF SR 78 Type of Work: PAVEMENT ONLY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/glades-draft-tentative-wp_fy27-31.pdf?sfvrsn=614b5355_1

Hardee Draft Tentative WP_FY27-31

(US 17) FROM S OF HEARTLAND WAY TO N OF HILTON RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/hardee-draft-tentative-wp_fy27-31.pdf?sfvrsn=aaf8353c_1

SPI-521-005

Curb: Call for where required for flexible pavement, per Index 521-005, Index 520-001

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-005.pdf?sfvrsn=df33b583_1

SPI-521-001

Separations: The shoulder pavement may be lowered up to 3” on one or both sides of a barrier as described in Index 521-001 . The resulting pavement gutter line will be located beneath the barrier’s sloped, is then increased by up to 3”. Note that the actual pavement lowering dimensions are determined by the Engineer, LBR 40’ as linked to the Flexible Pavement Design Manual . If shoulder rocking or minor grade

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-001.pdf?sfvrsn=aadaf7bc_1

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