4325 search results for FDOT DESIGN STANDARD
Enterprise Business Glossary
an angle specification. (AA=) Design FDOT Enterprise Business Glossary Published 04/07 /2025 Page, placed using Pattern Element Area or Pattern Fence Area. The distance(s) between lines Design FDOT, transportation concerns Systems Implementation ADA Standards 2010 ADA Standards for Accessible Design, by the agency to be compliant with FDOT agency standard configurations. F.A.C. Rule 71A- 1.002, to deposition of sediments eroded from the channel or banks farther upstream in the watershed. Design FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/data/enterprise-business-glossary.pdf?sfvrsn=3491cf48_3FDOT D3 Schedule Guide
FDOT D3 Schedule Guide, Department of Transportation (FDOT or the Department) used a Multi-Project Scheduling System (MPSS, standards and as a requirement of reporting to the Florida Transportation Commission per Section, the dates an activity can occur. Most project schedule activities use a standard five-day work week, on standardized activities, durations, and relationships. These are common templates: Capacity Resurfacing Design Build Landscaping Initial and Revised Schedules Initial Project Schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/fdot-d3-schedule-guide---part-1.pdf?sfvrsn=75474d18_4FGB Sub-Committee Meetings - February 2025 - Chapter 5, 10, 18
in the state. The FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance, Florida Greenbook Subcommittee Meeting Manual of Uniform Minimum Standards for Design, Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets, Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets, , transportation engineers, and planners, providing guidelines and standards for roadway design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-sub-committee-meetings---february-2025---chapter-5-10-18.pdf?sfvrsn=57fae3ea_1Pt2Ch20-073124_clean
.................................. 20-9 20.2.1.3 Design, Impact Coordinator Role during the Design Phase, 20.2.5.1 2014 MOU between FDEP and FDOT ................................. 20-23 20.2.5.2 CERCLA, of Understanding (MOU) executed on May 26, 2022, the Florida Department of Transportation (FDOT) has assumed, Agency Program (LAP) projects off the SHS ( NEPA Assignment). In general, FDOT’s assumption includes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch20-073124_clean.pdf?sfvrsn=bc7c2cd8_1Draft RDO Bulletin 22-03
Concept Implementation This bulletin updates the 2023 FDOT Design Manual (FDM) chapter 251 Stormwater, ), a standard narrative erosion and sediment control plan (Form 251-A) is available for use on FDOT, to be developed by the contractor in accordance with 62-621.300(4) F.A.C. FDOT Standard SpecificaƟon Year _________ This document, and the FDOT Standard SpecificaƟons for Road and Bridge ConstrucƟon (Standard, ERP permit applicaƟon. The FDOT Standard SpecificaƟons document serves as the direcƟons, provisions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/draft-rdo-bulletin-22-03.pdf?sfvrsn=b479be0e_1Informational Guide-Design of Traffic Signal Detection Technologies_September 2022
Informational Guide-Design of Traffic Signal Detection Technologies_September 2022, 660-001 of the FDOT Standard Plans: https://www.fdot.gov/design/standardplans/current/default.shtm, , intended to allow FDOT staff and consultants new to traffic signal design to become familiar, information on intersection detectors, see: • FDOT Standard Specifications: https://www.fdot.gov, of the current FDOT Standard Specifications for Road and Bridge Construction can collect ATSPM data. 4, used for both calling and extension purposes. Typical detection zones are shown in the FDOT Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/informational-guide-design-of-traffic-signal-detection-technologies_september-2022.pdf?sfvrsn=b81878a5_1informational-guide-design-of-traffic-signal-detection-technologies_september-2022
informational-guide-design-of-traffic-signal-detection-technologies_september-2022, 660-001 of the FDOT Standard Plans: https://www.fdot.gov/design/standardplans/current/default.shtm, , intended to allow FDOT staff and consultants new to traffic signal design to become familiar, information on intersection detectors, see: • FDOT Standard Specifications: https://www.fdot.gov, of the current FDOT Standard Specifications for Road and Bridge Construction can collect ATSPM data. 4, used for both calling and extension purposes. Typical detection zones are shown in the FDOT Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/stamp/informational-guide-design-of-traffic-signal-detection-technologies_september-2022.pdf?sfvrsn=52d7d577_1E1W36Addendum003
and will have due regard for acceptable engineering standards and principles. The Design-Build Firm’s, & Bridge Survey Results to the end of attachment list. 37 VI. Design and Construction Criteria; O, Florida Department of Transportation District 1 LOW BID DESIGN-BUILD REQUEST FOR PROPOSAL For SR 66, . .......................................................................................................................7 A. Design-Build Responsibility, .......................................................................... 14 K. Design-Build Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum003.pdf?sfvrsn=be545167_1SPI-425-010
Standard Plans Instructions Topic No. 625-010-003 Index 425-010 Structure Bottoms Type J and P FY 2024-25 1 Index 425-010 Structure Bottoms Type J and P Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Structures Manual (SM) Design Assumptions and Limitations Check structures with depths over 14' below the mean high-water table for flotation. Type J Structure bottoms must have a minimum 6'0" wall height when possible, for maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-010.pdf?sfvrsn=692234a9_2SPI-425-050
Standard Plans Instructions Topic No. 625-010-003 Index 425-050 Ditch Bottom Inlet Type A FY 2024-25 1 Index 425-050 Ditch Bottom Inlet Type A Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for ditches, medians, or other areas subject to traffic loads on limited access facilities where debris may be a problem. This inlet is not for use in areas subject to pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-050.pdf?sfvrsn=dd211680_2SPI-425-055
Standard Plans Instructions Topic No. 625-010-003 Index 425-055 Ditch Bottom Inlet Type K FY 2024-25 1 Index 425-055 Ditch Bottom Inlet Type K Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is to be used at locations having high flow rates, usually where an endwall could not be utilized without hazardous intake. Set inlet length (L) for the greater of either culvert requirement for inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-055.pdf?sfvrsn=a215b34f_2SPI-425-060
Standard Plans Instructions Topic No. 625-010-003 Index 425-060 Back of Sidewalk Drainage FY 2024-25 1 Index 425-060 Back of Sidewalk Drainage Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Maximum Pipe size for Special Concrete Endwall is 24”. Locate Yard Drains outside the Right of Way, with a maximum drainage area of 750 SF (Grate flow 0.1 cfs). Yard Drain Grate Flow Area is 45 square inch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-060.pdf?sfvrsn=f2785396_2SPI-430-021Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-021 and 430-022 Mitered End Section FY 2024-25 1 Index 430-021 and 430-022 Mitered End Section Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Locate mitered end sections in accordance with the Drainage Manual Chapter 3 . Contact District Drainage Engineer for possible alternate treatment of side drain mitered end sections where a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-430-021series.pdf?sfvrsn=fbcbf3d7_2SPI-430-030Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-030 to 430-034 Straight Concrete Endwalls FY 2024-25 1 Index 430-030 to 430-034 Straight Concrete Endwalls Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Locate endwalls in accordance with the Drainage Manual Chapter 3 . For sod around end treatments, see Index 570-001 . See example below for positioning of the endwalls. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-430-030series.pdf?sfvrsn=4b621610_2SPI-524-001
Standard Plans Instructions Topic No. 625-010-003 Index 524-001 Ditch Pavement and Sodding FY 2024-25 1 Index 524-001 Ditch Pavement and Sodding Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations See General Notes on Index 524-010 . See Drainage Manual, Chapter 2 for direction on what type of Ditch Pavement is appropriate. For supplemental sod requirements, see Index 570-001 . Table 1: Ditch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-524-001.pdf?sfvrsn=313e9192_2SPI-425-010
Standard Plans Instructions Topic No. 625-010-003 Index 425-010 Structure Bottoms Type J and P FY 2025-26 1 Index 425-010 Structure Bottoms Type J and P Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Structures Manual (SM) Design Assumptions and Limitations Check structures with depths over 14' below the mean high-water table for flotation. Type J Structure bottoms must have a minimum 6'0" wall height when possible, for maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-010.pdf?sfvrsn=111f285b_1SPI-425-050
Standard Plans Instructions Topic No. 625-010-003 Index 425-050 Ditch Bottom Inlet Type A FY 2025-26 1 Index 425-050 Ditch Bottom Inlet Type A Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for ditches, medians, or other areas subject to traffic loads on limited access facilities where debris may be a problem. This inlet is not for use in areas subject to pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-050.pdf?sfvrsn=1e9cb5f8_1SPI-425-055
Standard Plans Instructions Topic No. 625-010-003 Index 425-055 Ditch Bottom Inlet Type K FY 2025-26 1 Index 425-055 Ditch Bottom Inlet Type K Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is to be used at locations having high flow rates, usually where an endwall could not be utilized without hazardous intake. Set inlet length (L) for the greater of either culvert requirement for inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-055.pdf?sfvrsn=cffd9e85_1SPI-425-060
Standard Plans Instructions Topic No. 625-010-003 Index 425-060 Back of Sidewalk Drainage FY 2025-26 1 Index 425-060 Back of Sidewalk Drainage Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Maximum Pipe size for Special Concrete Endwall is 24”. Locate Yard Drains outside the Right of Way, with a maximum drainage area of 750 SF (Grate flow 0.1 cfs). Yard Drain Grate Flow Area is 45 square inch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-060.pdf?sfvrsn=e856d986_1SPI-430-030Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-030 to 430-034 Straight Concrete Endwalls FY 2025-26 1 Index 430-030 to 430-034 Straight Concrete Endwalls Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Locate endwalls in accordance with the Drainage Manual Chapter 3 . For sod around end treatments, see Index 570-001 . See example below for positioning of the endwalls. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-430-030series.pdf?sfvrsn=94c9b0ee_1