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SPI-641-010
(FDM) Design Assumptions and Limitations See FDM 261 and Structures Manual (SM),Volume 3, Bar Menu, Linked Data Manager, and include in the Roadway Plans. Signalization Plans: See the FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-641-010.pdf?sfvrsn=b4f10d0f_1SPI-548-020
of the retaining wall, and a flat area meeting the requirements of FDM 215.2.6 (10'-0" Min.) cannot, in SDM Chapter 19 and FDM 262, and include them in the plans. Complete the following Data, detail sheets. See FDM 115 for more information regarding use of Data Tables. 1. Complete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-548-020.pdf?sfvrsn=5265ad47_12026FDM262RetWalls
). See FDM 215 for guidance on roadside barrier requirements and the SDG, Chapter 6 for retaining wall mounted traffic railing requirements. See FDM 222 for pedestrian and bicycle rail requirements. See, for maintenance vehicles. See SDG Chapter 3 for information regarding partial height walls. See FDM 210.6, in accordance with FDM 152. Proprietary retaining wall design plans are not required in the contract plans for normal wall projects (see FDM 262.2.2). If the proprietary walls are two-phased, include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm262retwalls.pdf?sfvrsn=23e36d3_22026FDM114RRR
with meeting safety objectives. 114.1.1 Improvements in RRR Projects RRR projects must meet FDM Part 2, project: (1) Provide improvements recommended by the safety assessment described in FDM 114.3.2.2. (2) Pavement resurfacing/rehabilitation. (3) Modifications necessary to comply with the FDM, the mast arm policy area (see FDM 232.8) where existing strain poles require replacement/relocation, criteria shown in FDM 201 are met, or a Design Variation or Design Exception for design speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm114rrr.pdf?sfvrsn=c9bca26a_112026FDM114RRR
with meeting safety objectives. 114.1.1 Improvements in RRR Projects RRR projects must meet FDM Part 2, project: (1) Provide improvements recommended by the safety assessment described in FDM 114.3.2.2. (2) Pavement resurfacing/rehabilitation. (3) Modifications necessary to comply with the FDM, the mast arm policy area (see FDM 232.8) where existing strain poles require replacement/relocation, criteria shown in FDM 201 are met, or a Design Variation or Design Exception for design speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm114rrr.pdf?sfvrsn=4b93c454_22024FDM240TMP
, and business representatives. Complete the Transportation Management Plan Form, Form 240 (See FDM 103, Use The requirements for Emergency Shoulder Use (ESU) outlined in FDM 211.4.6 must be maintained, Awareness System (MAS) in accordance with FDM 240.2.2.12 and Standard Plans, 102 Series . Include the justification for reduction in existing posted speed in the project documentation (see FDM 111.7, . See the Standard Plans, 102 Series for taper length requirements. See FDM 210 for required sight
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, and business representatives. Complete the Transportation Management Plan Form, Form 240 (See FDM 103, Emergency Shoulder Use The requirements for Emergency Shoulder Use (ESU) outlined in FDM 211.4.6, or when implementing the Motorist Awareness System (MAS) in accordance with FDM 240.2.2.12, in the project documentation (see FDM 111.7 ). The TTCP and the project documentation will suffice, requirements. See FDM 210 for required sight distance using the work zone speed. 240.2.1.4 Superelevation
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, and business representatives. Complete the Transportation Management Plan Form, Form 240 (See FDM, Use The requirements for Emergency Shoulder Use (ESU) outlined in FDM 211.4.6 must be maintained, or when implementing the Motorist Awareness System (MAS) in accordance with FDM 240.2.2.12, speed in the project documentation (see FDM 111.7 ). The TTCP and the project documentation, requirements. See FDM 210 for required sight distance using the work zone speed. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm240tmp.pdf?sfvrsn=dd70fd86_62025FDM240TMP
, and business representatives. Complete the Transportation Management Plan Form, Form 240 (See FDM, .1 Emergency Shoulder Use The requirements for Emergency Shoulder Use (ESU) outlined in FDM, ) in accordance with FDM 240.2.2.12 and Standard Plans, 102 Series . Include the justification for the reduction of the existing posted speed in the project documentation (see FDM 111.7, the Standard Plans, 102 Series for taper length requirements. See FDM 210 for required sight distance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm240tmp.pdf?sfvrsn=e74b90e2_32024FDM114RRR
Improvements in RRR Projects RRR projects must meet FDM Part 2 criteria and requirements, recommended by the Safety Assessment described in FDM 114.3.2.2. (2) Pavement Resurfacing/Rehabilitation. (3) Modifications necessary to comply with the FDM requirements associated, FDM 232.8 ) where existing strain poles require replacement/relocation. 114.1.2 SIS Facilities, , RRR criteria may be applied if minimum design speed criteria shown in FDM 201 are met, or a Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm114rrr.pdf?sfvrsn=b86be044_12024FDM214Drwys
for the design of driveways defined as Connection Categories A, B, C, or D (see FDM 214.1.1 ). Connection, in accordance with FDM 212 . Side road intersection design, with possible auxiliary lanes, spacing are in conformance or can be brought into conformance with Department standards. See FDM 201.4, A, B, C, and D are defined in FDM 214.1.1 . (2) Small radii may be used in lieu of flares for curbed, connected to curbed or flush shoulder roadways are provided in FDM 214.4 . For additional information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm214drwys.pdf?sfvrsn=e86cb8c8_12024FDM114RRR
Improvements in RRR Projects RRR projects must meet FDM Part 2 criteria and requirements, recommended by the Safety Assessment described in FDM 114.3.2.2. (2) Pavement Resurfacing/Rehabilitation. (3) Modifications necessary to comply with the FDM requirements associated, FDM 232.8 ) where existing strain poles require replacement/relocation. 114.1.2 SIS Facilities, with no Action Plan, RRR criteria may be applied if minimum design speed criteria shown in FDM 201
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm114rrr.pdf?sfvrsn=2c132581_12024FDM214Drwys
and requirements for the design of driveways defined as Connection Categories A, B, C, or D (see FDM, as Intersections in accordance with FDM 212 . Side road intersection design, with possible auxiliary, be brought into conformance with Department standards. See FDM 201.4 for Access Management, Notes : (1) Connection Categories A, B, C, and D are defined in FDM 214.1.1 . (2) Small radii, are provided in FDM 214.4 . For additional information and details on flared driveways see
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm214drwys.pdf?sfvrsn=350e07ad_12025FDM114RRR
objectives. 114.1.1 Improvements in RRR Projects RRR projects must meet FDM Part 2 criteria, improvements recommended by the safety assessment described in FDM 114.3.2.2. (2) Pavement resurfacing/rehabilitation. (3) Modifications necessary to comply with the FDM requirements associated, policy area (see FDM 232.8 ) where existing strain poles require replacement/relocation. 114.1.2 SIS, with no Action Plan, RRR criteria may be applied if minimum design speed criteria shown in FDM 201 are met
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm114rrr.pdf?sfvrsn=2aacf0f_42025FDM214Drwys
A, B, C, or D (see FDM 214.1.1 ). Connection Categories E, F and G (i.e., traffic volume > 4,000 trips/day) are designed as intersections in accordance with FDM 212 . Side road intersection, be brought into conformance with Department standards. See FDM 201.4 for access management, A, B, C, and D are defined in FDM 214.1.1 . (2) Small radii may be used in lieu of flares, connected to curbed or flush shoulder roadways are provided in FDM 214.4 . For additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm214drwys.pdf?sfvrsn=7eb2644a_32025FDM214Drwys
, or D (see FDM 214.1.1 ). Connection Categories E, F and G (i.e., traffic volume > 4,000 trips/day) are designed as intersections in accordance with FDM 212 . Side road intersection design, are in conformance or can be brought into conformance with Department standards. See FDM 201.4, Roadways Radial Radial Radial Notes : (1) Connection Categories A, B, C, and D are defined in FDM, or flush shoulder roadways are provided in FDM 214.4 . For additional information and details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm214drwys.pdf?sfvrsn=d69b7eb7_12025FDM114RRR
objectives. 114.1.1 Improvements in RRR Projects RRR projects must meet FDM Part 2 criteria, improvements recommended by the safety assessment described in FDM 114.3.2.2. (2) Pavement resurfacing/rehabilitation. (3) Modifications necessary to comply with the FDM requirements associated, policy area (see FDM 232.8 ) where existing strain poles require replacement/relocation. 114.1.2 SIS, in FDM 201 are met, or a Design Variation or Design Exception for design speed is approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm114rrr.pdf?sfvrsn=882062f_22026FDM222Peds
in the FDM and Department’s Standard Plans, the following documents provide Americans with Disabilities, ramp requirements, unaltered sidewalks that are not in compliance with FDM criteria, Standard Plans, or ADA requirements are not required to be reconstructed. See FDM 127.2 (15) for limitations, any context classification. (4) See FDM 260.2.2 for sidewalk width requirements on bridges. See FDM 214 for information on sidewalks across driveways. Provide the following minimum unobstructed
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(see FDM 214.1.1). Connection Categories E , F and G (i.e., traffic volume > 4,000 trips/day) are designed as intersections in accordance with FDM 212. Side road intersection design, with possible, with Department standards. See FDM 201.4 for access management requirements. Each district has an Access, Categories A, B, C, and D are defined in FDM 214.1.1. (2) Small radii may be used in lieu of flares, profiles connected to curbed or flush shoulder roadways are provided in FDM 214.4. For additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm214drwys.pdf?sfvrsn=f3414723_52026FDM214Drwys
(see FDM 214.1.1). Connection Categories E , F and G (i.e., traffic volume > 4,000 trips/day) are designed as intersections in accordance with FDM 212. Side road intersection design, with possible, into conformance with Department standards. See FDM 201.4 for access management requirements. Each, Categories A, B, C, and D are defined in FDM 214.1.1. (2) Small radii may be used in lieu of flares, profiles connected to curbed or flush shoulder roadways are provided in FDM 214.4. For additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm214drwys.pdf?sfvrsn=edee437_5