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1020000.resp

Design Manual (FDM) Response: Change made

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1020000.resp.pdf?sfvrsn=8bfb1fff_2

1020921.comm

Hudson 414-5332 cheryl.hudson@dot.state.fl.us Comments: (6-12-17) This may be in the PPM/FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1020921.comm.pdf?sfvrsn=4c045128_0

Errata Figure 902.2.1

with a representation of their Seal. See FDM 130 for digital signing and sealing requirements. Figure 902.2.1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/errata/errata-figure-902-2-1.pdf?sfvrsn=8ffdc13d_1

Topic #625-000-002 FDOT Design Manual 275 - Tree and Palm Relocation 1 275 Tree and Palm Relocation 275.1 General This chapter provides the criteria and requirements for relocation of trees and palms. For Tree and Palm Relocation plan content, refer to FDM 944 . Relocation of trees and palms requires the approval of the District Landscape Architect. Develop a root pruning and relocation plan tailored to the species being relocated. Time periods required between root pruning

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm275treerelocation.pdf?sfvrsn=379a97be_1

200s CEOP

in FDM 224.8 . A proposed underpass must remain free from standing water up to and including, of Production, following a review by the Chief Planner. 224.1.2 Public Transit Loading Zones See FDM, ) 224.1.3 At-grade Railroad Crossings See FDM 222.2.4 for information on at-grade railroad, The requirements for Emergency Shoulder Use (ESU) outlined in FDM 211.4.6 must be maintained during all phases

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/200s-ceop.pdf?sfvrsn=a6045be6_4

19-10-Valido-D6DesignLessonsLearned

FDM 216 - Earthwork Retaining Wall Quantities KEY TERMS: • EXISTING SURFACE • FINISHED GRADED SURFACE Designer Guidance FDM 216 - Earthwork 5 6 6/30/2025 4 Retaining Wall Quantities KEY TERMS: • EXISTING SURFACE • FINISHED GRADED SURFACE CEI and Construction Guidance FDM 216, Learned # 3 • Strung Project Consistency • FDM 910.2.10: • Contract Plans Sets

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-10-valido-d6designlessonslearned.pdf?sfvrsn=5063fb40_1

425-031IndReviewResponse

: 8/7/25 COMMENT: The new FDM format for drainage structure tables provides Station, Offset

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/425-031indreviewresponse.pdf?sfvrsn=e80bf747_1

522-002-IndustryReviewResponse

Industry Review Comments and Responses FDOT – Standard Plans 1 Index 522-002 Detectable Warnings and Sidewalk Curb Ramps ORIGINATION Date: 4/29/25 Name: James Frimmel Phone: (850)414-4317 Email: james.frimmel@dot.state.fl.us COMMENTARY These changes are all being made to ensure the accurate and project-specific design of facilities with curb ramps. By removing the previous options and providing further design guidance in the FDM, these facilities should be more tailored

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/522-002-industryreviewresponse.pdf?sfvrsn=3a69bdf3_1

2026FDM152ShopDrawings

for Non-Conventional Projects: Delete FDM 152.3 and see RFP for Shop Drawing requirements. 152.4, for guidance. Figures 152.11.1 through 152.11.3 shown in FDM 152.11 illustrate the flow of submittals, that the shop drawing was reviewed in accordance with FDM 152 and with the Contract. Modification for Non-Conventional Projects: Delete FDM 152.5.1 and replace with the following: 152.5.1 Review Requirements, that the shop drawing was reviewed in accordance with FDM 152 and with the Contract. 152.5.2 Requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm152shopdrawings.pdf?sfvrsn=7d055215_2

2026FDM226PattPavt

pavers can be used on certain side streets and areas not subject to vehicular traffic (see FDM 226.3, and wear characteristics for the full life of typical roadway pavement (see FDM 226.4). See, Highway System are to include the provisions outlined in FDM 226.4.1 for the duration, extensions, sidewalks, and landscaping borders. See FDM 127.2 (15) for limitations on the use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm226pattpavt.pdf?sfvrsn=4588e1ec_2

SDB 25-01

bridges. This bulletin affects the Structures Design Guidelines (SDG) and the FDOT Design Manual (FDM, process. All holes must be drilled prior to galvanizing and left open after galvanizing. See FDM, the following as the second paragraph of FDM 266.4: Prefabricated steel trusses must be galvanized per, be galvanized per SDG 10.8 unless specified otherwise in the RFP. 6. Replace item (3) in FDM 266.4.4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/bulletins/2025/sdb-25-01.pdf?sfvrsn=6bed77b4_1

RDB 25-01

bridges. This bulletin affects the Structures Design Guidelines (SDG) and the FDOT Design Manual (FDM, process. All holes must be drilled prior to galvanizing and left open after galvanizing. See FDM, the following as the second paragraph of FDM 266.4: Prefabricated steel trusses must be galvanized per, be galvanized per SDG 10.8 unless specified otherwise in the RFP. 6. Replace item (3) in FDM 266.4.4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/bulletins/rdb-25-01.pdf?sfvrsn=8bb1c2a9_1

2026FDM266BikePedBridge

be necessary to provide continuity to sidewalks, bicycle lanes and shared use paths. See FDM 222, 223, for Prefabricated Steel Truss Pedestrian Bridges Project Type Category 1 per FDM 266.4? Project, Bridge Design - Steel) Notes: (1) See FDM 266.4.2 for definitions of Project EOR Design Firm, with FDM 260.6 and FDM 260.8. (3) Account for future widening of the roadway below when determining required lateral offset (per FDM 215.2.4). (4) Ramp grades should not exceed 5%, but in no case

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm266bikepedbridge.pdf?sfvrsn=597ff88e_5

Structures Standard Plans

Plans for Roadand Bridge Construction. See the FDOT Design Manual (FDM), Chapter 115, for additional

https://www.fdot.gov/structures/structures-standard-plans

2026FDM901SeqOfPlans

be found in FDM 110, 111, 112, and 120. These chapters contain a comprehensive discussion, - Sequence of Plans Preparation 3 901.3 Conventional (Design-Bid-Build) Projects See FDM 120, . For bridge submittal requirements, see FDM 121. The standard phase submittals are: Phase I, Phase II, Quantities Report (see FDM 902) and input quantities into Designer Interface for AASHTOWare Project, ) system (see FDM 111.2.1) to reflect the begin and end project mileposts. (3) Finalize all plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm901seqofplans.pdf?sfvrsn=655c2cd1_9

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