1839 search results for fdm

2026FDM113RWRequirements

and decisions to be considered are detailed in FDM 113.2. (3) As R/W requirements are determined, to prepare R/W Maps. See FDM 113.2.5. PHASE III (1) By the completion of Phase III design, all R/W

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm113rwrequirements.pdf?sfvrsn=7558d7dd_1

2026FDM924SelectiveCGPlan

 Topic #625-000-002 FDOT Design Manual January 1, 2026 924 - Selective Clearing and Grubbing Plans 1 924 Selective Clearing and Grubbing Plans 924.1 General This chapter provides the requirements for the development of Selective Clearing and Grubbing (C&G) Plan sheets. See FDM 274 for the purpose, criteria, and requirements of Selective C&G designs. Selective C&G Plan sheets provide, or include Tree Relocation Plan sheets in the Roadway Plans set (see FDM 944). See Exhibit 924-1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm924selectivecgplan.pdf?sfvrsn=2f074647_2

Getting to ZERO Checklist DRAFT FOR REVIEW 2-17-26

additional details, context, or notes as needed. YES | NO | N/A ☐ ☐ ☐ 1. Do existing sidewalks meet FDM, per FDM Chapter 223 (Bicycle Facilities) requirements? ☐ ☐ ☐ 3. Can the typical section

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-safety-documents/getting-to-zero-checklist-draft-for-review-2-17-26.pdf?sfvrsn=e5f44608_1

2024FDM916DrainStruct

Material Chapter) for more information. Modification for Non-Conventional Projects: Delete FDM 916.4.4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm916drainstruct.pdf?sfvrsn=5fe63faa_1

SPI-450-010

, the "FLORIDA-I BEAM - TABLE OF BEAM VARIABLES" itself should not be modified. See FDM 115 for more

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010.pdf?sfvrsn=f601cdbc_1

SPI-521-404

 Standard Plans Instructions Topic No. 625-010-003 Index 521-404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) FY 2024-25 1 Index 521-404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) Design Criteria NCHRP Report 350; FDOT Design Manual (FDM 114) Design Assumptions and Limitations This index is applicable for retrofitting existing approach and trailing end guardrail treatments that are adjacent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-404.pdf?sfvrsn=c89751_1

SPI-521-405

 Standard Plans Instructions Topic No. 625-010-003 Index 521-405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) FY 2024-25 1 Index 521-405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) Design Criteria NCHRP Report 350; FDOT Design Manual (FDM) 114) Design Assumptions and Limitations This index is applicable for retrofitting existing approach and trailing end guardrail treatments that are adjacent to existing bridge mounted

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-405.pdf?sfvrsn=af8961c0_1

2024FDM912ProjCntrl

. These sheets are to be placed in the component plans in accordance with FDM 910.2 . See Exhibit 912-1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm912projcntrl.pdf?sfvrsn=6267c152_1

2024FDM907RFPConceptPlans

 Topic #625-000-001 FDOT Design Manual 907 - RFP Concept Plans 907 RFP Concept Plans 907.1 General This Chapter provides minimum requirements for the development of RFP Concept Plans that are included as an Attachment to the Request for Proposal ( RFP ). The requirements of this chapter must be met for Adjusted Score Design-Build Projects, and Low Bid Design-Build Projects. The requirements provided in the FDM 900 Series and the FDOT CADD Manual form the basis for format

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm907rfpconceptplans.pdf?sfvrsn=bfe61586_1

SPI-450-010e

, the "FLORIDA-I BEAM - TABLE OF BEAM VARIABLES" itself should not be modified. See FDM 115 for more

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010e.pdf?sfvrsn=7a1c2bb7_1

448930-1_ERC_PH2_CommentsandResponses

for pedestrians could wind up being rather extensive depending on their destination. Per FDM 240.2.1.9, Transit and providing boarding and alighting areas per FDM 225.2, where feasible. (Ex. Sheet 20 – STA 272, 12/15/2023 1 Please consider providing harden centerlines to meet FDM 210.3 current requirements, . Per FDM Topic #625-000-002 section 905 Roadway Cross Sections. Albert Smidebush 1/15/2024 1 1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1_erc_ph2_commentsandresponses.pdf?sfvrsn=5b0c8de4_1

2025FDM907RFPConceptPlans

 Topic #625-000-001 FDOT Design Manual 907 - RFP Concept Plans 907 RFP Concept Plans 907.1 General This chapter provides minimum requirements for the development of RFP Concept Plans that are included as an Attachment to the Request for Proposal (RFP). The requirements of this chapter must be met for Adjusted S core Design-Build Projects and Low Bid Design- Build Projects. The requirements provided in the FDM 900 Series and the FDOT CADD Manual form the basis for format and assembly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm907rfpconceptplans.pdf?sfvrsn=df1699d3_1

SPI-450-010

, the "FLORIDA-I BEAM - TABLE OF BEAM VARIABLES" itself should not be modified. See FDM 115 for more

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-010.pdf?sfvrsn=cca856e5_1

SPI-455-101

are acceptable. See FDM 115 for more information regarding use of Data Tables. For projects without

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-101.pdf?sfvrsn=1c2232e5_1

SPI-521-404

 Standard Plans Instructions Topic No. 625-010-003 Index 521-404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) FY 2025-26 1 Index 521-404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) Design Criteria NCHRP Report 350; FDOT Design Manual (FDM 114) Design Assumptions and Limitations This index is applicable for retrofitting existing approach and trailing end guardrail treatments that are adjacent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-404.pdf?sfvrsn=d835826f_1

2025FDM907RFPConceptPlans

 Topic #625-000-001 FDOT Design Manual 907 - RFP Concept Plans 907 RFP Concept Plans 907.1 General This chapter provides minimum requirements for the development of Request for Proposal (RFP) Concept Plans that are included as an Attachment to RFP. The requirements of this chapter must be met for Adjusted Score Design-Build Projects and Low Bid Design-Build Projects. The requirements provided in the FDM 900 Series and the CADD Manual form the basis for format and assembly

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm907rfpconceptplans.pdf?sfvrsn=67840879_1

2025FDM912ProjCntrl

sheet. These sheets are to be placed in the component plans in accordance with FDM 910.2 . See

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm912projcntrl.pdf?sfvrsn=382b7681_1
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