13214 search results for DESIGN
320 - Americans with Disabilities Act
the State Highway System (SHS) through ADA-compliant planning, design, construction, operations, and maintenance requirements. Design criteria and construction standards are found in the FDOT Design, in planning, design, or construction, ADA must be fully considered to maximize safety and accessibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/320---americans-with-disabilities-act.pdf?sfvrsn=232f87a4_1320 - Americans with Disabilities Act
the State Highway System (SHS) through ADA-compliant planning, design, construction, operations, and maintenance requirements. Design criteria and construction standards are found in the FDOT Design, in planning, design, or construction, ADA must be fully considered to maximize safety and accessibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/320---americans-with-disabilities-acteff8572f-6612-466a-a9a4-f007b5d85aa3.pdf?sfvrsn=e9d1252f_1Contractors Engineer
Engineer of Record Department Approved Specialty Engineer Specialty Engineer Re-design Yes No No Cost, Yes Yes Design and details of the permanent work declared to be minor or non-structural including minor repairs Yes Yes Yes Design and details of the permanent work declared to be major or structural including major repairs Yes Yes * No Design and drawings of temporary works, such as falsework
https://www.fdot.gov/construction/engineers/specialty/approvedengineerwork.shtmSPI-425-040Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 425-040 and 425-041 Gutter Inlets FY 2024-25 1 Indexes 425-040 and 425-041 Gutter Inlets Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Type S inlets are intended for use in shoulder gutter on facilities subject to heavy wheel loads (H-20). Type V Inlets are intended for use in valley gutter. This inlet is suitable for village swales
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-040series.pdf?sfvrsn=ff8d31e7_2FDOTSS4ProfilesVerticalAlignmentsPresentation
Tools: Import/Export Profiles Vertical Design Standards Edit Profile by VPI Profile Reports, - Used to store chains, profiles into SS3 design file Imported Profiles -General Guidelines, with OpenRoadsif you intend to make edits in the design file. Design Standards Checks Edit Profile by VPI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdotss4profilesverticalalignmentspresentation_8272565c-955d-4876-a14a-70663ed830bc.pdf?sfvrsn=91b14fe4_0Ch9DetailModelingPwrPt
FDOTSS3 Design and 3D Modeling FDOTSS3 Design and 3D Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling O SS3 es g a d 3 ode g Chapter 9 Detail Modeling Vern E. Danforth, P.E., FDOT Engineering/CADD System Office Engineering/CADD System Office February 25, 2015 Detailing the Corridor Design • Intersections Traffic separator nose • MES slope transitions Median crown, pond design G • Turning Islands • Driveway and sidewalk ramps • Gore areas • Restricted left turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/ch9detailmodelingpwrpt_a01ea57d-6dc1-444a-8baa-9cda1ecdd533.pdf?sfvrsn=756cb90_02025FDM908DrngXSections
Topic #625-000-002 FDOT Design Manual 908 - Stormwater Runoff Control Concept Worksheet 908 Stormwater Runoff Control Concept Worksheet 908.1 General The Stormwater Runoff Control Concept, or sediment control design decisions, or to determine pay item quantities. 908.2 Sheet Set Up, ” = 50’ 1” = 100’ Topic #625-000-002 FDOT Design Manual 908 - Stormwater Runoff Control Concept, Design Manual 908 - Stormwater Runoff Control Concept Worksheet Exhibit 908-1: SRCC Worksheet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm908drngxsections.pdf?sfvrsn=a4845e0b_3SPI-425-040Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 425-040 and 425-041 Gutter Inlets FY 2025-26 1 Indexes 425-040 and 425-041 Gutter Inlets Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Type S inlets are intended for use in shoulder gutter on facilities subject to heavy wheel loads (H-20). Type V Inlets are intended for use in valley gutter. This inlet is suitable for village swales
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-040series.pdf?sfvrsn=d82ab4b6_1SPI-460-490
Tube Retrofit) FY 2025-26 1 Index 460-490 Traffic Railing - (Rectangular Tube Retrofit) Design Criteria MASH, Test Level 4; AASHTO LRFD Bridge Design Specifications, 7th Edition, Section 13; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Traffic Railing (Rectangular, the FY 2017-18 Design Standards for information about existing 32” F-Shape and 32” Corral Shape traffic, the bridge. For installations on existing Vertical Face Traffic Railing Retrofits, Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-490.pdf?sfvrsn=afc739e2_1OOD24-04
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 24-04 (FHWA Approved: 10/17/24) DATE: November 4, 2024 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction, Project Management Engineers, District Structures Design Engineers, District Roadway Design Engineers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood24-04.pdf?sfvrsn=f8367d24_1Final Agenda - Partnering Forum 112024
District 5 Development Partnering Forum November 20, 2024, 9 a.m. – 12 p.m. In-Person at the Wayne G. Sanborn Center Registration – 8:30am-9am Welcome Secretary Tyler’s Remarks Director Adkins’ Remarks ACEC Update, Scott Perfater CPM Update, Catalina Chacon Design Update, Ed Kestory Networking Break – 30 minutes Procurement Update, Michelle Sloan Work Program Update, Kathy Alexander PLEMO Update – Kellie Smith/Steven Buck Address Industry Questions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d5/files/qqfzip/2024-qqfm/final-agenda---partnering-forum-112024.pdf?sfvrsn=15030723_1E1X04-PreProposal Sign-In Sheet
SIGN IN SHEET DESIGN BUILD Virtual Pre-Proposal Meeting DESCRIPTION: Design Build Project for I-75 at Sumter-Toledo Interchange Improvements in Sarasota County CONTRACT NO.: E1X04 F.P.I.D. NO.: 452356-1-52-01, 452357-1-52-01 County(s): Sarasota DATE: 11/12/2024 NAME OFFICE/FIRM INTERNET, Melody.joyner@dot.state.fl.us Isamarie Monreal FDOT-Design isamarie.monreal@dot.state.fl.us Brian Blair FDOT-Construction, Jesten Abraham FDOT-Construction jesten.abraham@dot.state.fl.us Joel Sevilla FDOT-Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04-preproposal-sign-in-sheet.pdf?sfvrsn=3a6d9ca4_1Pond Letter Base
Date: RE: Project Name FDOT Project No. Pond XXX County Parcel No. XXXXX-XXX-XX Dear Property Owner: (Design Firm Name) has been contracted by the Florida Department, of the design process, the Department has selected sites for the future construction of water retention areas. These water retention areas are part of the drainage design to fulfill permitting requirements, may be necessary to finalize the design of the water retention areas. The soil sampling involves
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d5/files/_pond-letter-base.docx?sfvrsn=35339111_3LR Withdrawal Notice_02.05.25
: _______________________ District Design Engineer ___________________________________ Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/lane-repurposing/lr-withdrawal-notice_02-05-25.docx?sfvrsn=26f8cc87_1OODM-25-01
OF DESIGN MEMORANDUM 25-01 DATE: March 17, 2025 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction, Roadway Design Engineers, District Program Management Engineers, District Specifications Engineers, of Design COPIES: Will Watts, Jennifer Marshall, Rudy Powell, Lance Grace, Katasha Cornwell, Xiaoyan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/oodm-25-01.pdf?sfvrsn=175da698_14300100.comm
AASHTO M294/M330 compliance, as well as invalidating the Engineer’s AASHTO LRFD design used, the established groundwater would be a variance from the Cover Height Table design. Additional language, is to be installed below the established groundwater table, the contractor shall provide design certification by a licensed professional engineer in accordance with the AASHTO LRFD Design Manual.” Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/4300100.comm.pdf?sfvrsn=b6450b81_09920101.impl
992 HIGHWAY LIGHTING MATERIALS. (REV 9-19-16) (FA 12-14-16) (7-17) SUBARTICLE 992-1.1 is deleted and the following substituted: 992-1.1 Pole Design Criteria: The light poles and bracket arms shall be in accordance with the requirements of the AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, the FDOT Structures Manual and with the specific requirements contained in this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9920101.impl.pdf?sfvrsn=c6c8bed_03340102.impl
334 SUPERPAVE ASPHALT CONCRETE. (REV 1-4-17) (FA 1-6-17) (7-17) SUBARTICLE 334-1.2 is deleted and the following substituted: 334-1.2 Traffic Levels: The requirements for Type SP Asphalt Concrete mixtures are based on the design traffic level of the project, expressed in 18,000 pound Equivalent Single Axle Loads (ESAL’s). The five traffic levels are as shown in Table 334-1. The traffic levels for the project are as specified in the Contract Documents. Table 334-1 Superpave Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3340102.impl.pdf?sfvrsn=6e2af93e_00090203DB.resp
0090103DB MEASUREMENT AND PAYMENT INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Art Berger Comments: (10-12-16) 9-2.3.2, last paragraph: Shouldn’t it say: Any quantity over the actual quantity shall not be paid. Response: No, an adjusted quantity is determined based on design quantity that is adjusted for the Gmm’s (or Gsb’s for FC-5) for the asphalt mixes used. Any quantity placed that is over that adjusted quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/0090203db.resp.pdf?sfvrsn=530a61dd_05150100.impl
515 METAL P E D E S T R IAN/BICYCLE RAILINGS, GUIDERAILS, AND HANDRAILS. (REV6-1-16)(FA6-9-16)(1-17) ARTICLE515-1isdeleted and the following substituted: 515-1 Description. Furnishandinstallmetal pedestrian/bicycle railings, including bullet rails, guiderails and handrails in accordance with the Plans and Design Standards. Obtainrailcomponents from producers currently on the Department’s Production Facility Listing. Producers seeking inclusion on the list shall meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/5150100.impl.pdf?sfvrsn=b118a73b_0