1785 search results for fdm

2020FDM321TTCP

in the plans and Designer Interface. Modification for Non-Conventional Projects: Delete FDM 321.2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2020/2020fdm321ttcp.pdf?sfvrsn=ea8c9a44_2

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/review/2024fdm912projcntrl.pdf?sfvrsn=596fee22_1

2024FDM915PlanProfile

Culverts Bridge-sized culverts (a.k.a., bridge culverts) are defined in FDM 265.1 . Flag, the PI station and elevation. • Flag and station the superelevated sections (see FDM 915.3.3, -Profile sheet. See FDM 210.4.1 or FDM 211.4.1 for more information on design requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm915planprofile.pdf?sfvrsn=69390881_1

2024FDM261StrSupSignsLumSigs

review in accordance with FDM 152 when sign structure shop drawings are required by the Contract, Assemblies. Refer to the corresponding SPI for design information. See FDM 232 for determining, rigid backplates in accordance with FDM 232.1.5 Span wire systems have two strain pole options, to produce the Ancillary Structures Report as described below in FDM 261.8.4 . When only retrofitting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm261strsupsignslumsigs.pdf?sfvrsn=dc37070a_1

2024FDM273LandscapeMaintenanceGuide

 Topic #625-000-002 FDOT Design Manual 273 - Landscape Maintenance Guide 273 Landscape Maintenance Guide 273.1 General This chapter provides the criteria and requirements for the Landscape Maintenance Guide. See FDM 944.7 for development of Landscape Maintenance Guide sheet. A Landscape Maintenance Guide is required for all landscape projects whether delivered as a standalone or as a component set of plans. This plan sheet describes the long-term design intent, limits of landscape

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm273landscapemaintenanceguide.pdf?sfvrsn=c5f413fd_1

2024FDM112UpdateEngDsn

, the scope, staff-hour estimate, schedule, cost estimate, and other activities described in FDM 110

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm112updateengdsn.pdf?sfvrsn=89e667f8_1

SPI-536-002

(SDG); FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002 contains details, Series Indexes , FDM 215, and SDG 6.7. For guardrail connections to existing bridges, use, with FDM 215. If the transition must be replaced project specific details will be required, ), the existing thrie-beam approach transition may remain in place in accordance with FDM 215

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-002.pdf?sfvrsn=3d53290a_1

SPI-102-201

is acceptable. See FDM 115 for more information regarding use of Data Tables. 7. Bent detail sheet. 8

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-201.pdf?sfvrsn=180f2c8d_1

SPI-450-512

/A". See FDM 115 for more information regarding use of Data Tables. Use the following equations

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-512.pdf?sfvrsn=8f5e0ea2_1

SPI-550-010

for bridge fencing with quantities for Traffic Railings and/or Concrete Parapets. See FDM 902

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-550-010.pdf?sfvrsn=75ed2908_1

SPI-521-511

, Interstate, urban or rural installations). See Standard Plans and FDM for applicable flare rates

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-511.pdf?sfvrsn=69821d12_1

2024FDM261StrSupSignsLumSigs

responsible for the shop drawing review in accordance with FDM 152 when sign structure shop drawings, for design information. See FDM 232 for determining which locations require mast arms. Design all structures assuming traffic signal assemblies have rigid backplates in accordance with FDM 232.1.5, with this section to produce the Ancillary Structures Report as described below in FDM 261.8.4 . When only

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm261strsupsignslumsigs.pdf?sfvrsn=2829d35_1

2024FDM273LandscapeMaintenanceGuide

 Topic #625-000-002 FDOT Design Manual 273 - Landscape Maintenance Guide 273 Landscape Maintenance Guide 273.1 General This chapter provides the criteria and requirements for the Landscape Maintenance Guide. See FDM 944.7 for development of Landscape Maintenance Guide sheet. A Landscape Maintenance Guide is required for all landscape projects whether delivered as a standalone or as a component set of plans. This plan sheet describes the long-term design intent, limits of landscape

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm273landscapemaintenanceguide.pdf?sfvrsn=39da9a2a_1

2024FDM915PlanProfile

Culverts Bridge-sized culverts (a.k.a., bridge culverts) are defined in FDM 265.1 . Flag and station, sections (see FDM 915.3.3 ). • Show the cross-section template of the underlying road, railroad, . These profiles may be depicted in either table or graphical format on the Plan-Profile sheet. See FDM 210.4.1 or FDM 211.4.1 for more information on design requirements for shoulder rocking profiles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm915planprofile.pdf?sfvrsn=42e28c68_1

SPI-102-201e

is acceptable. See FDM 115 for more information regarding use of Data Tables. 7. Bent detail sheet. 8

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-201e.pdf?sfvrsn=df70cc76_1
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