13214 search results for DESIGN
SPI-515-022
Standard Plans Instructions Topic No. 625-010-003 Index 515-022 Pedestrian/Bicycle Bullet Railing Details FY 2026-27 1 Index 515-022 Pedestrian/Bicycle Bullet Railing Details Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The standard height railing is the Pedestrian / Bicycle Railing. The Special Height Bicycle Railing should only be used where warranted by AASHTO LRFD C13.9.2. Use this Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-022.pdf?sfvrsn=691f4227_1SPI-515-021
Standard Plans Instructions Topic No. 625-010-003 Index 515-021 Pedestrian/Bicycle Bullet Railing for Traffic Railings FY 2026-27 1 Index 515-021 Pedestrian/Bicycle Bullet Railing for Traffic Railings Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This railing is intended for use when a Bicycle Lane is required and a raised pedestrian sidewalk is not provided. It is not intended to be used on a traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-515-021.pdf?sfvrsn=94d1146d_1SPI-524-001
Standard Plans Instructions Topic No. 625-010-003 Index 524-001 Ditch Pavement and Sodding FY 2026-27 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 524-001. 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 Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-524-001.pdf?sfvrsn=34943d97_1SPI-646-001
Standard Plans Instructions Topic No. 625-010-003 Index 646-001 Aluminum Post and Pedestal Mounted Pedestrian Detectors and Signals FY 2026-27 1 Index 646-001 Aluminum Post and Pedestal Mounted Pedestrian Detectors and Signals Design Criteria AASHTO LRFD Specifications for Structural, Design Manual (FDM); Traffic Engineer Manual (TEM) Design Assumptions and Limitations Index 646-001, guidance and design criteria. Plan Content Requirements Signalization Plans: Call-out Post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-646-001.pdf?sfvrsn=b48674a_1SPI-653-001
Standard Plans Instructions Topic No. 625-010-003 Index 653-001 Pedestrian Control Signal Installation Details FY 2026-27 1 Index 653-001 Pedestrian Control Signal Installation Details Design, (ITE) Standard for Pedestrian Traffic Control Signal Indications; FDOT Design Manual (FDM); Traffic Engineer Manual (TEM) Design Assumptions and Limitations Index 653-001 provides minimum, and design criteria. Plan Content Requirements See FDM 941. Call-out pedestrian signal locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-653-001.pdf?sfvrsn=901ccfdd_1SPI-665-001
Design Criteria Manual on Uniform Traffic Control Devices (MUTCD); Americans with Disabilities Accessibility Guidelines (ADAAG), 2004; FDOT Design Manual (FDM); Traffic Engineer Manual (TEM) Design Assumptions and Limitations Index 665-001 provides offset, height, and orientation requirements, for additional guidance and design criteria. Plan Content Requirements See FDM 941. Call-out pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-665-001.pdf?sfvrsn=42724fbf_1SPI-700-030
Standard Plans Instructions Topic No. 625-010-003 Index 700-030 Wind and Hanger Beams for Overhead Signs FY 2026-27 1 Index 700-030 Wind and Hanger Beams for Overhead Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, (SM), Introduction, I.6 References; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-030, FDM 230, FDM 261, and the Structures Manual (SM), Volume 3. FDOT Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-030.pdf?sfvrsn=86c82b4e_12026FDM151RevisionPackages
Topic #625-000-002 FDOT Design Manual January 1, 2026 151 - Revision Packages 1 151 Revision, of revision packages. A revision package is created when the engineering design is changed, and associated, for Design-Bid-Build Projects (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let, is the responsibility of the Department’s Design Project Manager (PM) to process the required revision package, and delivers it to the Design PM . (3) The Design PM is responsible for ensuring that appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm151revisionpackages.pdf?sfvrsn=9b48dae2_2SPI-520-001
Standard Plans Instructions Topic No. 625-010-003 Index 520-001 Curb and Gutter FY 2026-27 1 Index 520-001 Curb and Gutter Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations For curb and gutter installations, see FDM 210, 211, and 215 . Locate Shoulder Gutter in accordance with the Drainage Manual Chapter 3 . For design and planning purposes, a “curbed” roadway is generally considered to have a continuous run of any concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-520-001.pdf?sfvrsn=156e12b4_1SPI-660-001
Standard Plans Instructions Topic No. 625-010-003 Index 660-001 Vehicle Loop Installation FY 2026-27 1 Index 660-001 Vehicle Loop Installation Design Criteria FDOT Design Manual (FDM); FDOT Traffic Monitoring Handbook (TMH), FHWA Traffic Detector Handbook: Third Edition-Volume II- FHWA-HRT-06-139 (TDH) Design Assumptions and Limitations When applicable it is acceptable to use existing, : For each loop, include callouts for location. Include in the General Notes Sheet special design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-660-001.pdf?sfvrsn=7dc666eb_1SPI-425-010
Standard Plans Instructions Topic No. 625-010-003 Index 425-010 Structure Bottoms Type J and P FY 2026-27 1 Index 425-010 Structure Bottoms Type J and P Design Criteria and Guidance 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-010.pdf?sfvrsn=e71c9cbe_1SPI-425-060
Standard Plans Instructions Topic No. 625-010-003 Index 425-060 Back of Sidewalk Drainage FY 2026-27 1 Index 425-060 Back of Sidewalk Drainage Design Criteria and Guidance 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-060.pdf?sfvrsn=93e24eba_1SPI-430-021Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-021 and 430-022 Mitered End Section FY 2026-27 1 Index 430-021 and 430-022 Mitered End Section Design Criteria and Guidance 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-430-021series.pdf?sfvrsn=bfc9eafd_1SPI-430-030Series
Standard Plans Instructions Topic No. 625-010-003 Index 430-030 to 430-034 Straight Concrete Endwalls FY 2026-27 1 Index 430-030 to 430-034 Straight Concrete Endwalls Design Criteria and Guidance 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-430-030series.pdf?sfvrsn=4238fb17_1Ch9DetailModeling3DCivilCellsQA
1 Q&A for . . . M a r c h 1 1 , 2 0 1 5 Roadway Design & 3D Modeling – Ch 9 Detail Modeling 3D Civil Cells Q: Where can I find FDOT CADD Training Webinars? A: All FDOT CADD Training Webinars are recorded for downloading and posted, along with any power points, Q&A documents, or other, Pond Design Workflow? A: ECSO maintains a Posted Webinar library website to assist the CADD Users, the FDOTSS3 Pond Design Workflow webinar can be found under the FDOT Roadway Design & 3D Modeling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch9detailmodeling3dcivilcellsqa.pdf?sfvrsn=6dc4f0d2_2Ch9DetailModeling3DCivilCellsQA556344835
1 Q&A for . . . M a r c h 1 1 , 2 0 1 5 Roadway Design & 3D Modeling – Ch 9 Detail Modeling 3D Civil Cells Q: Where can I find FDOT CADD Training Webinars? A: All FDOT CADD Training Webinars are recorded for downloading and posted, along with any power points, Q&A documents, or other, Pond Design Workflow? A: ECSO maintains a Posted Webinar library website to assist the CADD Users, the FDOTSS3 Pond Design Workflow webinar can be found under the FDOT Roadway Design & 3D Modeling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch9detailmodeling3dcivilcellsqa556344835.pdf?sfvrsn=19731cd5_25380000.FHWA
of the State Roadway Design Office to create consistent language and to separate clearly, with the current edition of the current Design Standards, including the criteria for height, spacing, in the Design Standards and Section 536. Preventdamage to reusable materials. Setpostsinaccordance, in accordance with Section 536, the Design Standards, and Plan details, guardrail; the number of end anchorage assemblies of each type as designated; the number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5380000.fhwa.pdf?sfvrsn=b7e57fe5_0fdot-bed31-977-06-rpt
vehicles are designed to be shared by multiple users, reducing the need for individual ownership
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-06-rpt.pdf?sfvrsn=d0c55f7e_1SS1020000
the requirements of Section 990, Design Standards and the MUTCD. 102-2.2 Detour: Provide all materials, or damages, whether direct or indirect, resulting from Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans, Design Standards (DS) are the minimum standards for the use in the development of all traffic, contained in these documents for the design, application, installation, maintenance, and removal of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
the requirements of Section 990, Design Standards and the MUTCD. 102-2.2 Detour: Provide all materials, or damages, whether direct or indirect, resulting from Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans, Design Standards (DS) are the minimum standards for the use in the development of all traffic, contained in these documents for the design, application, installation, maintenance, and removal of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0