1785 search results for fdm
2026FDM943Lighting
. See FDM 231 for requirements of lighting designs. Lighting Plans are usually a component set, the FDOT CADD Software. Follow the same requirements contained in FDM 910 for the development, process (aka early works). See FDM 910.2.6.1 for instructions on including early works sheets. Topic #625-000-002 FDOT Design Manual January 1, 2026 943 - Lighting Plans 2 See FDM 910 for an example, requirements not covered by the Standard Plans or Standard Specifications. See FDM 914
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm943lighting.pdf?sfvrsn=a7bbcaf5_22025FDM215RoadsideSafety
. The design criteria contained in FDM 210 and FDM 211 has been developed to minimize, Exception or Design Variation (see FDM 122 ). Criteria for RRR projects provided in this chapter, requirements supersede these values. For Roadside Slope Criteria, see FDM 215.2.6 . Providing, hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located within, , sign) within the sidewalk. Refer to FDM 222.2 for minimum unobstructed sidewalk width requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm215roadsidesafety.pdf?sfvrsn=da6d8549_32025FDM215RoadsideSafety
. The design criteria contained in FDM 210 and FDM 211 has been developed to minimize, Exception or Design Variation (see FDM 122 ). Criteria for RRR projects provided in this chapter, roadside slope requirements supersede these values. For Roadside Slope Criteria, see FDM 215.2.6, be free of roadside hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may, , sign) within the sidewalk. Refer to FDM 222.2 for minimum unobstructed sidewalk width requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_1SPI-536-001
536-001 Guardrail Design Criteria FDOT Design Manual (FDM) , 215; AASHTO Roadside Design Guide, of Traveled Way, see FDM 215.4 . For guardrail requirements regarding Box Culverts, also see FDM 215.4, is located in the Design Tools column of the Standard Plans website. See FDM 215 for the Clear, to the corresponding FDM offset. See Index 536-001 for the permitted guardrail taper locations. NOTE, feet or less do not require a lateral taper to the FDM offset and may run parallel to the Rigid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-001.pdf?sfvrsn=316ef91b_12024FDMPart9
of NexGen Plans 900.1 General The requirements provided in the FDM 900 series and the FDOT CADD Manual form the basis for format and assembly of the Contract Plans Set. The FDM 900 series reflects, OpenRoads Designer (ORD) Edition or Autodesk Civil3D. The FDM 900 series also provides instruction, (LOD 300 and higher). The FDM 900 series is divided into three sections: (1) Plans Production, for criteria unless specified as such within the FDM chapter. Topic #625-000-002 FDOT Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart9.pdf?sfvrsn=d4360b6c_12024FDM215RoadsideSafety
criteria contained in FDM 210 and FDM 211 has been developed to minimize the probability, or Design Variation (see FDM 122 ). Criteria for RRR projects provided in this chapter may be used, supersede these values. For Roadside Slope Criteria, see FDM 215.2.6 . Providing a sufficient amount, , as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located within the clear zone, the sidewalk. Refer to FDM 222.2 for minimum unobstructed sidewalk width requirements. Table 215.2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm215roadsidesafety.pdf?sfvrsn=c01e585b_12024FDM215RoadsideSafety
criteria contained in FDM 210 and FDM 211 has been developed to minimize the probability, or Design Variation (see FDM 122 ). Criteria for RRR projects provided in this chapter may be used, slope requirements supersede these values. For Roadside Slope Criteria, see FDM 215.2.6 . Providing, of roadside hazards, as defined in FDM 215.3 . Traversable Back Slopes 1:3 or flatter may be located, the sidewalk. Refer to FDM 222.2 for minimum unobstructed sidewalk width requirements. Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm215roadsidesafety.pdf?sfvrsn=66e0f4a3_22024FDM260BridgeStruct
are illustrated in FDM 260.1.1. Subsequent sections of this chapter contain specific information, be included with a future project. Modification for Non-Conventional Projects: Delete FDM 260.2.2 and see, ) . For more information regarding bridge traffic railings, refer to FDM 215 . 260.6 Vertical, or if a Design Variation or Design Exception is required, place a note in the plans as shown in FDM 914, with FDM 122 . The engineering analysis and report should be used to support the Design Exception
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm260bridgestruct.pdf?sfvrsn=e0623dfb_12024FDM902EstQntyReport
Quantities Report Modification for Non-Conventional Projects: Delete FDM 902 and replace, • Structures Manual • CADD Manual , Section 8.4.3 • FDM 902 The FDOT Automated Quantities Training Guides, the Digital Signature Appearance of the EOR along with a representation of their Seal. See FDM 130, for delivery with the CADD.zip or Bim.zip file. See FDM 132.5 when a revision to the PS&E Package, the construction phase. See FDM 151.2.1 for post let revision requirements. 902.3.1 Designer Notes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm902estqntyreport.pdf?sfvrsn=365f8ff4_12024FDM270PlantingDesign
. For Selective Clearing and Grubbing plan content refer to FDM 924 . For Planting Plan content and Construction Cost Estimate refer to FDM 944 . 270.1.1 Maintenance Agreements A maintenance agreement, in FDM 215 . (3) Meet district setback requirements for the following: (a) Drainage Structures, Electrical Utilities (4) Meet sight distance requirements specified in FDM 210 . (5) Meet intersection sight distance requirements specified in FDM 212. Do not use plants that will require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm270plantingdesign.pdf?sfvrsn=5ea4ae0f_12024FDM117MonitorExStructures
structures that are to be monitored must be listed in a pay item note on the General Notes sheet; see FDM, on the General Notes sheet; see FDM 117.5 . 117.2.3 Roadway Compaction Operations Activities, Notes sheet; see FDM 117.5 . It is typically not necessary to monitor structures beyond, must be listed in a pay item note on the General Notes sheet; see FDM 117.5 . 117.4 Groundwater, that are to be monitored must be listed in a pay item note on the General Notes sheet; see FDM 117.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm117monitorexstructures.pdf?sfvrsn=439d9f3a_12024FDM123EngDsnEstProc
for Non-Conventional Projects: Delete FDM 123.1 and replace with the following: 123.1 General, for Non-Conventional Projects: Delete FDM 123.2 . 123.3 Designer Interface for AASHTOWare, for Non-Conventional Projects: Delete FDM 123.3 and replace with the following: 123.3 Designer, Quantities See FDM 902 for information on compiling and reporting quantities. See the Basis of Estimates, earlier in the design process. Modification for Non-Conventional Projects: Delete FDM 123.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm123engdsnestproc.pdf?sfvrsn=d4d3f827_12024FDM202SpeedMgmt
with the context classification of the roadway. The FDM recognizes a range of design speeds for each context, management strategy but is included here to facilitate the use of other strategies. See FDM 126, , per FDM 201.5.1 . Table 202.3.1 indicates the speed management strategies that should be used, of the roadway should be changed to match the Target Speed per FDM 201 . Recognizing this may have, if needed, based on project needs and constraints. See FDM 201 for information on Design Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm202speedmgmt.pdf?sfvrsn=a525c669_12024FDM117MonitorExStructures
structures that are to be monitored must be listed in a pay item note on the General Notes sheet; see FDM, in a pay item note on the General Notes sheet; see FDM 117.5 . 117.2.3 Roadway Compaction, note on the General Notes sheet; see FDM 117.5 . It is typically not necessary to monitor, ; see FDM 117.5 . 117.4 Groundwater Monitoring Dewatering operations has the potential, on the General Notes sheet; see FDM 117.5 . January 1, 2024 3 Topic #625-000-002 FDOT Design Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm117monitorexstructures.pdf?sfvrsn=1f5473b2_12024FDM123EngDsnEstProc
for Non-Conventional Projects: Delete FDM 123.1 and replace with the following: 123.1 General, Manual . Modification for Non-Conventional Projects: Delete FDM 123.2 . 123.3 Designer Interface, information. Modification for Non-Conventional Projects: Delete FDM 123.3 and replace, 123.4.1 Compiling and Reporting Quantities See FDM 902 for information on compiling and reporting, . Modification for Non-Conventional Projects: Delete FDM 123.5. 123.6 Alternative Contracting Practices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm123engdsnestproc.pdf?sfvrsn=62dbe2b7_12024FDM270PlantingDesign
. For Selective Clearing and Grubbing plan content refer to FDM 924 . For Planting Plan content and Construction Cost Estimate refer to FDM 944 . 270.1.1 Maintenance Agreements A maintenance agreement, inches as specified in FDM 215 . (3) Meet district setback requirements for the following, Utilities (h) Overhead Electrical Utilities (4) Meetsight distance requirements specified in FDM 210 . (5) Meet intersection sight distance requirements specified in FDM 212. Do not use plants
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm270plantingdesign.pdf?sfvrsn=2483130d_12024FDM902EstQntyReport
Quantities Report Modification for Non-Conventional Projects: Delete FDM 902 and replace, • Structures Manual • CADD Manual , Section 8.4.3 • FDM 902 The FDOT Automated Quantities Training Guides, . See FDM 130 for digital Signing and Sealing requirements. Figure 902.2.1 Signature Page, within the CADD folder structure for delivery with the CADD.zip or Bim.zip file. See FDM 132.5, ) Report will not be regenerated during the construction phase. See FDM 151.2.1 for post let
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm902estqntyreport.pdf?sfvrsn=7d3b7104_1SPI-544-001
Edition 2011 ; FDOT Design Manual (FDM) , FDM 215; AASHTO Manual for Assessing Safety Hardware, MASH, information for crash cushions, see FDM 215 . For a listing of crash cushion types, Index 544-001 Crash Cushion Details FY 2024-25 3 H. Grading: Meet the requirements of FDM 215, on Temporary Crash Cushions, see FDM 215 , Index 102-100 , Index 102-110 , and the APL website. J
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-544-001.pdf?sfvrsn=8befd650_22025FDM270PlantingDesign
. For Selective Clearing and Grubbing plan content, refer to FDM 924. For Planting Plan content and Construction Cost Estimate, refer to FDM 944. 270.1.1 Maintenance Agreements A maintenance agreement, zone and lateral offset requirements for mature plants with diameter > 4 inches as specified in FDM, Electrical Utilities (4) Meet sight distance requirements specified in FDM 210. (5) Meet intersection sight distance requirements specified in FDM 212. Do not use plants that will require routine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm270plantingdesign.pdf?sfvrsn=2971573c_12025FDM117MonitorExStructures
that are to be monitored must be listed in a pay item note on the General Notes sheet; see FDM 117.5., Notes sheet; see FDM 117.5. 117.2.3 Roadway Compaction Operations Activities that may cause harm, Specifications, Section 108, must be listed in a pay item note on the General Notes sheet; see FDM, on the General Notes sheet; see FDM 117.5. 117.4 Groundwater Monitoring Dewatering operations, in a pay item note on the General Notes sheet; see FDM 117.5. Topic #625-000-002 FDOT Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm117monitorexstructures.pdf?sfvrsn=e04a80f5_1