1839 search results for fdm
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_12026FDM152ShopDrawings
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_22026FDM226PattPavt
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_2SDB 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_1RDB 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_12026FDM266BikePedBridge
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_5Structures Standard Plans
Plans for Roadand Bridge Construction. See the FDOT Design Manual (FDM), Chapter 115, for additional
https://www.fdot.gov/structures/structures-standard-plans2026FDM901SeqOfPlans
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_9Exhibit 211-3
horizontal curves, 0° 45' or 76.39:1 (use 80:1) Per FDM 210.8.1 maximum deflections without managed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-3.pdf?sfvrsn=faa34652_1Exhibit 211-5
design speed. Taper length based on L=WS. 70:1 taper as shown 6 Per FDM 210.8.1, Maximuim
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-211-5.pdf?sfvrsn=f4b59588_1SPI-455-060
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/2027/spi/spi-455-060.pdf?sfvrsn=71ad610a_1SPI-455-160
of the Data Table and/or separate pile cut-off elevation tables are acceptable. See FDM 115
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-160.pdf?sfvrsn=7039a4da_1SPI-455-154
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/2027/spi/spi-455-154.pdf?sfvrsn=3f514232_1SPI-455-054
cut-off elevation tables are acceptable. See FDM 115 for more information regarding use of Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-054.pdf?sfvrsn=543d2130_1SPI-521-002
Specifications, 8th Edition; Structures Design Guidelines (SDG); FDOT Design Manual (FDM); AASHTO Manual, bridge piers require protection. See FDM 215 and SDG, Chapter 2, for PPB requirements and options, the Pier Protection Selection Flowchart in FDM 215. Generally, if the bridge pier is designed, proposed location relative to the bridge pier, as defined in FDM 215. C. Pier Protection - Begin/End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-002.pdf?sfvrsn=6a0856f5_12026FDM152ShopDrawings
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/2026/2026fdm152shopdrawings.pdf?sfvrsn=dbde73d8_12026FDM226PattPavt
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/2026/2026fdm226pattpavt.pdf?sfvrsn=2ba556fb_12026FDM275TreeRelocation
Topic #625-000-002 FDOT Design Manual January 1, 2026 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 r equired between root
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm275treerelocation.pdf?sfvrsn=7dfcfe5e_12026FDM901SeqOfPlans
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, 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 sheets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm901seqofplans.pdf?sfvrsn=1c8f77e6_3SPI-436-001
Standard Plans Instructions Topic No. 625-010-003 Index 436-001 Trench Drain FY 2026-27 1 Index 436-001 Trench Drain Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations Trench drain is intended for use in gutters and driveways as shown on the typical locations on Sheet 2. Type I is intended for use in Type E, F, and drop curbing, and adjacent to traffic separators and standard barrier walls. The width of the channel grate for Type I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-436-001.pdf?sfvrsn=ca9e3ac3_1