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FM 452567-1 Final RRR Scoping Report
Friction Course FDOT Florida Department of Transportation FDM FDOT Design Manual FM Financial, ) and FDOT Design Manual (FDM) (January 2025), Sections 114.1.1 Improvements in RRR Projects, 114.3.2.2 Safety Assessment, and 114.3.2.4 Identified Improvements. The requirements of FDM Sections 114.1.1 and 114.3.2.2 must be included in the scoping report. The identified improvements in FDM Section, , backplates can be omitted. o Upgrade non-ADA pedestrian facilities to meet FDM Criteria. o Upgrade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/26619/fm-452567-1-final-rrr-scoping-report.pdf?sfvrsn=60eec5ec_12023FDMPart9NexGenPlans
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, Designer (ORD) Edition or Autodesk Civil3D. The FDM 900 series also provides instruction when, and higher). The FDM 900 series is divided into three sections: (1) Plans Production, for criteria unless specified as such within the FDM chapter. January 1, 2023 1 Topic #625-000-002
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdmpart9nexgenplans.pdf?sfvrsn=5a33d213_12024 BOE Manual
-participating quantity for each pay item. For Summary of Pay Items Report requirements, see FDM 902, ) Plan Summary Box (Summary Box/Table title) References (As appropriate) PPM/FDM Chapter(s, documents. References- FDM Chapter, SDGs, Other: Links are provided to applicable FDOT Design Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2024-boe-manual.pdf?sfvrsn=95ad35c8_12026FDM220RR
lateral offset requirements for structures; see FDM 220.3.2. Some railroads may require an increase, -Conventional Projects: Delete FDM 220.1.32.1.5 and see RFP for requirements. 220.2.1.5 Grade Crossing, FDM 231 for lighting requirements. Install grade crossing lighting at locations meeting one or more, to occur." to "all other Context Classifications." [See FDM 200.4 for definitions of Context, above in FDM 220.2.1.7. 220.2.1 Traffic Control Devices Traffic control devices (both roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm220rr.pdf?sfvrsn=36ef25e4_162026FDM120DsnSubmtls
with Project Work Limits and Features as described in FDM 910.2.2. (3) General Project Location map as described in FDM 910.2.3. (4) PD&E or Design EOR Signature Block: See FDM 130 for requirements, Transportation Engineer is required on Projects of Division Interest (PoDI) . Refer to FDM 128 for additional, Show all required typical section information contained in FDM 913.2, except: (1) Show and label, designs and plans preparation, the reader is referred to FDM 121 and the Structures Detailing Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm120dsnsubmtls.pdf?sfvrsn=8428d756_72024FDM230SPavtMarkings
are included in FDM 230.6 . 230.1.1 Structural Supports AASHTO’s LRFD Specifications, to LRFDLT S -1 provide structural design criteria. Refer to FDM 261 for information regarding structural support requirements. Refer to FDM 940 for information regarding plan requirements. 230.1.2, details relating to enhanced highway signing assemblies. 230.1.3 Vertical Clearance See FDM, Refer to the MUTCD , Standard Plans , and FDM 215 for acceptable sign locations. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm230spavtmarkings.pdf?sfvrsn=2c37b93c_12025FDM230SPavtMarkings
) , and the MUTCD. Examples of typical signing and pavement marking configurations are included in FDM 230.6, design criteria. Refer to FDM 261 for information regarding structural support requirements. Refer to FDM 940 for information regarding plan requirements. 230.1.2 School Zones The Department’s, highway signing assemblies. 230.1.3 Vertical Clearance See FDM 210.10.3 for vertical clearance, , Standard Plans , and FDM 215 for acceptable sign locations. Provide a four-foot clear width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm230spavtmarkings.pdf?sfvrsn=4cea8581_42025fdm230spavtmarkings
) , and the MUTCD. Examples of typical signing and pavement marking configurations are included in FDM 230.6, design criteria. Refer to FDM 261 for information regarding structural support requirements. Refer to FDM 940 for information regarding plan requirements. 230.1.2 School Zones The Department’s, highway signing assemblies. 230.1.3 Vertical Clearance See FDM 210.10.3 for vertical clearance, , Standard Plans , and FDM 215 for acceptable sign locations. Provide a four-foot clear width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/2025fdm230spavtmarkings.pdf?sfvrsn=1bda82c0_1Chapter9
of way is appropriate. Refer to Appendix B of the Drainage Manual and the FDM113. Both contain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter9.pdf?sfvrsn=c244a11_72023FDM910KeySignature
title of the component; e.g., “ROADWAY PLANS”, “LIGHTING PLANS”, “LANDSCAPE PLANS”. See FDM 910.2.5, final design. See FDM 111.2.1 for information on updating the WPA system. 910.2.3 Project, and are typically treated as a strung project (see FDM 910.2.10 ). When utility work is minimal, , see FDM 115 . When Standard Plans Interim Revisions ( IRs ) are released, the engineer must, and requirements for completing plan revisions: • See FDM 132 for revisions prior to Letting • See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdm910keysignature.pdf?sfvrsn=bdff0373_12024June-Fri11-NonStateBridgesOnStateROW
& 2 structures per FDM. • Use & occupancy Agreements: Describe the type of agreement and what, Guide Specifications • Florida Design Manual (FDM) • Structures Manual (4 Volumes) • Local, IV). See FDM 121.14 for content requirements. • Design submittals (plans and calculations) must be from an FDOT pre-approved engineering firm. This now includes pedestrian bridges per FDM 266.2. • The 90% and 100% submissions must include Independent Peer Re view certifications. See FDM 121
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri11-nonstatebridgesonstaterow.pdf?sfvrsn=c3e15607_12024nov-fri08-Non-DeptBridges
1 & 2 structures per FDM. • Use & occupancy Agreements: Describe the type of agreement and what, ) • AASHTO Pedestrian Bridge Guide Specifications • Florida Design Manual (FDM) • Structures, %/Phase II, 90%/Phase III, 100%/Phase IV). See FDM 121.14 for content requirements. • Design, includes pedestrian bridges per FDM 266.2. • The 90% and 100% submissions must include Independent Pe er Review certifications. See FDM 121 for specifics. • Comments must be closed out prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri08-non-deptbridges.pdf?sfvrsn=c001da89_12024nov-fri08-Non-DeptBridges
1 & 2 structures per FDM. • Use & occupancy Agreements: Describe the type of agreement and what, ) • AASHTO Pedestrian Bridge Guide Specifications • Florida Design Manual (FDM) • Structures, %/Phase II, 90%/Phase III, 100%/Phase IV). See FDM 121.14 for content requirements. • Design, includes pedestrian bridges per FDM 266.2. • The 90% and 100% submissions must include Independent Pe er Review certifications. See FDM 121 for specifics. • Comments must be closed out prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri08-non-deptbridges.pdf?sfvrsn=fafb85be_12025-26-Update Training
barrier) • This provides 31” pedestrian “railing”, similar to guardrail allowance in FDM 222, : • Consider “Emergency Shoulder Use” (ESU) needs per FDM 211 • Consider general “Useable Shoulder, requires Design Exception per FDM 122 Standard Plans Instructions (SPI) Part F. Variable Section, widths: • Consider “Emergency Shoulder Use” (ESU) needs per FDM 211 • Consider general “Useable, generally requires Design Exception per FDM 122 1)Index 102 Series - Te m porary Barriers: • SPI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/training/2025-26-update-training.pdf?sfvrsn=4fdabdc7_1Local Agency ADA TP Template
design standards published in the FDOT Design Manual (FDM). When performing work on local roads, of which are the same or substantially similar to those in the FDM. Both the FDM and Florida Green
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/title-vi/local-agency-ada-tp-template.docx?sfvrsn=37d5f88a_1FGB Sub-Committee Meetings - February 2025 - Chapter 1, 3, 14, 15, 16, and 19
) will be reformatted to align more closely with the Florida Design Manual (FDM). This reformatting, is cumbersome. People are used to the FDM, maybe we make the arrangement similar to the FDM so it’s, Chapter 3: Border width most consultants have to refer to the FDM (it’s defined in the Fl Greenbook, that this is a manual for local jurisdictions, not for FDOT. We can follow the same format as FDM, is crucial. o Don’t copy the FDM for K values/other specific guidance as context is not the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-sub-committee-meetings---february-2025---chapter-1-3-14-15-16-and-19.pdf?sfvrsn=e6b9db2e_12025FDM916DrainStruct
available in the FDOT CADD Software. See FDM 922 for additional requirements for box and three-sided, as possible. Plot major underground utilities, as defined in FDM 221 , in conjunction with the structures, : Delete FDM 916.5 and see Chapter 6 of the Drainage Manual for Optional Material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm916drainstruct.pdf?sfvrsn=1761266d_32026FDM916DrainStruct
Section sheets utilizing the sheet available in the FDOT CADD Software. See FDM 922 for additional, in the design process as possible. Plot major underground utilities, as defined in FDM 221, -Conventional Projects: Delete FDM 916.5 and see Chapter 6 of the Drainage Manual for Optional Material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm916drainstruct.pdf?sfvrsn=e57cdf3b_8449737-1 ScopeOfServices
Design Manual (FDM), Structures Manual, and Computer Aided Design and Drafting (CADD) Manual, the plans meet the FDM, Standard Plans and FDOT CADD Manual. The Constructability/Bidability Review shall, Preparation The CONSULTANT shall prepare an Estimated Quantities (EQ) Report in accordance with FDM 902, , vibration or groundwater monitoring by the contractor during construction in accordance with FDM Chapter, , the CONSULTANT shall design elements in a 3D Model in accordance with the FDOT CADD Manual and FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25143/449737-1-scopeofservices.docx?sfvrsn=5b583246_1ScopeOfServices_StageII
with DEPARMENT's Project Development and Environmental (PD&E) Manual, FDOT Design Manual (FDM), Structures, for design Phase Plans submittals shall ensure the plans meet the FDM, Standard Plans and FDOT, : 449681-1-32-02 The CONSULTANT shall prepare an Estimated Quantities (EQ) Report in accordance with FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1