4220 search results for drainage

Staff Directory

: (850) 414-4824 Drainage Design Jennifer Johnson, P.E. State Drainage EngineerPhone: (850) 414-4351 Tim Holley, P.E. Senior Drainage Design EngineerPhone: (850) 414-4117 Amanda Exposito-Ferree, P.E. Drainage Engineer-AtkinsRéalisPhone: (850) 414-4171 Roadway Criteria Rhonda

2024FDMPart1

E56C9

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05231107 Call Order: 009 Proposal: E56C9 District:05 Counties: VOLUSIA Road Name: Drainage Repair Limits: Midpoint Project(s): 41232657243(*) Federal Aid No: N/A Total Roadway Length: 0.000, in the performance of Drainage Repair, or the Project Superintendent must have at least three (3) years, of prequalification with the Department in "Drainage" will suffice to meet the above requirements. Call Order

Chapter1

 January 1, 2024 Drainage Design Guide Chapter 1: Introduction Chapter 1: Introduction 1-i, ..................................................................1-3 January 1, 2024 Drainage Design Guide Chapter 1, of Transportation (FDOT) published the Drainage Manual as a three volume set: Volume 1 - Policy; Volumes, . In January 1997, the FDOT renamed Volume 1 - Standards to “Drainage Manual”. In the years that followed, the FDOT developed numerous handbooks to replace Volumes 2A, 2B, and 3 of the original 1987 Drainage

AppendixH

 January 1, 2024 Drainage Design Guide Appendix H: Shoulder Gutter Transition Slope at Bridges Appendix H: Shoulder Gutter Transition Slope at Bridges APPENDIX H. SHOULDER GUTTER TRANSITION SLOPE AT BRIDGES January 1, 2024 Drainage Design Guide Appendix H: Shoulder Gutter Transition Slope at Bridges Appendix H: Shoulder Gutter Transition Slope at Bridges H-1 H. SHOULDER GUTTER, , 2024 Drainage Design Guide Appendix H: Shoulder Gutter Transition Slope at Bridges Appendix H

E53C4

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting:Call Order:005Proposal:E53C4District:05 Counties: 05240206 LAKE Road Name:Drainage Repair Limits:Midpoint Project(s):44400117205(*) Federal Aid No: N/A Total Roadway Length:0.000MilesContract, at least three years' experience in the performance Drainage Repair or the Project Superintendent, certificate of prequalification with the Department in "Drainage" will suffice to meet the above

E50D5

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting:05240507Call Order:007Proposal:E50D5District:05 Counties:VOLUSIA Road Name:Drainage Repair Limits:Midpoint Project(s):41232657254(*)Federal Aid No:N/A Total Roadway Length:0.000MilesContract, to have at least three (3) years of experience in the performance of Drainage Repair, or the Project, that presently has a certificate of prequalification with the Department in "Drainage" will suffice

Company Role Data Reviewer Notifications

company and the sample can be submitted to FDOT for Verification. Page 4 of 5 ERS Drainage Structure has been Created This notification lets a Data Reviewer know when a drainage structure has been added to the Drainage logbook once it has been Marked Ready for Sampling. Drainage Structure has been Deleted This notification lets a Data Reviewer know when an existing drainage structure has been deleted to the Drainage logbook once it has been Marked Ready for Sampling. Drainage Structure

SPI-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, Requirements Include Drainage Structure information in the Plans in accordance with the requirements

SPI-425-051

 Standard Plans Instructions Topic No. 625-010-003 Index 425-051 Ditch Bottom Inlet Type B FY 2024-25 1 Index 425-051 Ditch Bottom Inlet Type B Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations The general purpose of the inlet top designs are: a. For ditches, medians or other areas subject to traffic, pipe see bottom detail in Index 425-010 . Plan Content Requirements Include Drainage Structure

SPI-425-053

 Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2024-25 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations These inlets are designed for use in ditches, medians, pavement areas, or other areas subject, in Index 425-010 . Plan Content Requirements Include Drainage Structure information in the Plans

SPI-425-054

 Standard Plans Instructions Topic No. 625-010-003 Index 425-054 Ditch Bottom Inlet Type J FY 2024-25 1 Index 425-054 Ditch Bottom Inlet Type J Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for use in ditches, medians, pavement areas, or other areas subject to heavy traffic, pipe see bottom detail in Index 425-010 . Plan Content Requirements Include Drainage Structure

SPI-570Series

 Standard Plans Instructions Topic No. 625-010-003 Indexes 570-001 and 570-010 Performance Turf FY 2024-25 1 Indexes 570-001 and 570-010 Performance Turf Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Refer to FDM 210 , FDM 211 , FDM 913 (Typical Sections), and Drainage Manual for guidance on where to include sod or performance turf. Index 570-010 only applies to flush shoulder roadways where

SPI-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, Requirements Include Drainage Structure information in the Plans in accordance with the requirements

SPI-425-053

 Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2025-26 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations These inlets are designed for use in ditches, medians, pavement areas, or other areas subject, in Index 425-010 . Plan Content Requirements Include Drainage Structure information in the Plans

SPI-425-054

 Standard Plans Instructions Topic No. 625-010-003 Index 425-054 Ditch Bottom Inlet Type J FY 2025-26 1 Index 425-054 Ditch Bottom Inlet Type J Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet is designed for use in ditches, medians, pavement areas, or other areas subject to heavy traffic, pipe see bottom detail in Index 425-010 . Plan Content Requirements Include Drainage Structure

SPI-425-051

 Standard Plans Instructions Topic No. 625-010-003 Index 425-051 Ditch Bottom Inlet Type B FY 2025-26 1 Index 425-051 Ditch Bottom Inlet Type B Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations The general purpose of the inlet top designs are: a. For ditches, medians or other areas subject to traffic, pipe see bottom detail in Index 425-010 . Plan Content Requirements Include Drainage Structure

SPI-570Series

 Standard Plans Instructions Topic No. 625-010-003 Indexes 570-001 and 570-010 Performance Turf FY 2025-26 1 Indexes 570-001 and 570-010 Performance Turf Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Refer to FDM 210 , FDM 211 , FDM 913 (Typical Sections), and Drainage Manual for guidance on where to include sod or performance turf. Index 570-010 only applies to flush shoulder roadways where

E58D3

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250506 Call Order: 009 Proposal: E58D3 District:05 Counties: LAKE Road Name: Drainage Repair- Suneagle Drive Limits: 11130000 Project(s): 45041957201(*) Federal Aid No: N/A Total Roadway, of experience in the performance of Drainage Repair, or the Project Superintendent must have, a certificate of prequalification with the Department in "Drainage" will suffice to meet the above

3270301.resp

of a traffic hazard and to minimize air pollution. Do not sweep or allow milled asphalt into (drainage) inlets. Response: I do not believe that adding the text “(drainage)” clarifies the spec in any way. I am, " (is it meant to positive drainage?) Response: This comment is referring to a separate area