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2024FDM907RFPConceptPlans

, and drainage Guide sign locations with panel legends depicted Pavement markings including stop bars

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm907rfpconceptplans.pdf?sfvrsn=ff772dd6_1

; for taper length see Table 6H-4, and for buffer length, see Table 6C-2. Provide pavement markings, Pavement Markings are required for work zones greater than 24 hours in duration. 7.For general sign, is in place for greater than 24 hours 6.Temporary Pavement Markings are required for work zones, . 7.Temporary Pavement Markings are required for work zones greater than 24 hours in duration

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter11-workzonesafety-2024.docx?sfvrsn=53afe981_1

102-613

or less. 7. Temporary pavement markings may be omitted when the work operation is in 6. Use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-613.pdf?sfvrsn=db7c5993_1

425-060

" 3'-4" 1'-4" Edge of Pavement 5'-0" Sidewalk Joint (Typ.) 5'-0" Sidewalk Joint (Typ.) Joints

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-060.pdf?sfvrsn=18e64c4a_1

440-001

1 0 / 3 / 2 0 2 3 1 2 : 4 1 : 0 8 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX UNDERDRAIN TYPE I, II, AND III ASSEMBLY UNDERDRAIN TYPE Va AND Vb ASSEMBLY Ditch or Basin Bottom Underdrain Pipe Ditch or Basin Top Coarse Aggregate Fine Aggregate (Type II Shown, Others Similar) Type Va Type Vb Cleanout (Typ.) Geotextile Coarse Aggregate Underdrain Pipe Geotextile Finished Grade Curb & Gutter Pavement 3 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/440-001.pdf?sfvrsn=36eb6e73_1

548-020

1 0 / 3 / 2 0 2 3 1 : 5 0 : 5 2 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 1 548-020 11/01/21 MSE RETAINING WALL SYSTEMS - PERMANENT Roadway Pavement Shoulder or Ground Line Proposed Final Concrete Facing Panels Interior Face of Soil Volume Limits of Note 9) required (See Construction Surface treatment when Elevation Leveling Pad Top of Coping Elevation Top of Junction Slab Joint Filler ƀ

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/548-020.pdf?sfvrsn=7e68b0d_1

521-515

.) Expanded Shoulder/Fill Gutter Line and Fill (4'-0" Min.) Roadway or Shoulder Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-515.pdf?sfvrsn=6a21aa8a_1

715-001

fuse. Breakaway fuseholders with solid copper slugs. face of curb. pavement or Edge of traveled

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-001.pdf?sfvrsn=85223278_1

MADISON_Draft Tentative Work Program Public Hearing_By Project_10-11-2023

of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2025 2026 2027 2028 2029 Construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/madison_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=acdc6548_1

SUWANNEE_Draft Tentative Work Program Public Hearing_By Project_10-11-2023

$100,000 Total for Project 440060-1 $1,000,000 440062-1 - SUWANNEE CO APT PAVEMENT REHAB OF T

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/suwannee_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=b5ed6be2_1

CLAY_Draft Tentative Work Program Public Hearing_By Project_10-11-2023

PAVEMENT STUDY Type of Work: MATERIAL TESTING/GEOTECHNICAL Phase Funding Source 2025 2026 2027 2028

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/clay_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=949b790a_1

MADISON_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023

AVE TO BYRD AVE Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2025 2026 2027

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/madison_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=876d87fc_1

SUWANNEE_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023

$1,000,000 440062-1 - SUWANNEE CO APT PAVEMENT REHAB OF T-HANGER TAXI LANES PFL0011446 Type of Work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/suwannee_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=b2a09205_1

CLAY_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023

208200-5 $50,000 $14,467,527 430352-3 - SR200(US301) FROM: BRADFORD C/L TO: N OF CR218 PAVEMENT STUDY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/clay_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=c345cd94_1

2024FDM225Transit

. The boarding and alighting area may be placed at the edge of shoulder pavement on roadways

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm225transit.pdf?sfvrsn=983eb5e8_1

2024FDM243PCMS

Prepare PREP To Stop Pavement PVMT Wet* Quality QLTY Air* Route RT Best* Turnpike TRNPK [Name

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm243pcms.pdf?sfvrsn=7003161_1

2024FDM902EstQntyReport

Topic #625-000-002 FDOT Design Manual 902 - Estimated Quantities Report 902 Estimated Quantities Report Modification for Non-Conventional Projects: Delete FDM 902 and replace with the following: Provide a Summary of Pavement summary box with planned asphalt quantities on a General Notes sheet within the “Released for Construction” plan set. Develop and report quantities in accordance with the Basis of Estimates Manual . Include documentation that supports the asphalt quantities

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm902estqntyreport.pdf?sfvrsn=7d3b7104_1

2024FDM913TypSect

station or milepost limits. Typical Section sheets also provide traffic data and pavement design, represent the required 100 feet of loop pavement underneath the toll gantry, tolling equipment building, . (11) Indicate width of existing pavement and proposed pavement on widening projects. (12) Curb, ) Cross slopes of roadway pavement, shoulder surfaces, sidewalks, and bridge decks as a decimal, places, i.e., 0.02, 0.06. Three decimal places may be required for pavement cross slope. (15) Median

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm913typsect.pdf?sfvrsn=670013a9_1