4223 search results for drainage
D5-06-04-24BSN
:05 Counties: SEMINOLE Road Name: SR 419 Drainage Repair Limits: Midpoint Project(s): 41232657255, of the roadside and drainage repair on SR 419 in Seminole County. Work includes the replacement of sidewalk and concrete ditch pavement; installation of drainage structures and pipe; and removing, is required to have at least three (3) years of experience in the performance of Drainage Repair, . A Contractor that presently has a certificate of prequalification with the Department in "Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/d5-06-04-24bsn.pdf?sfvrsn=72c356db_22024FDM222Peds
sidewalk cross slope to allow for adequate drainage; however, to comply with ADA requirements, occur with existing features which cannot be feasibly relocated or adjusted (e.g., drainage inlets, the needs of transit, emergency vehicles, commercial trucks, drainage, and bicyclists. Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide and Figure 222.2.1 . January 1, 2024 12 Topic #625-000-002
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm222peds.pdf?sfvrsn=4d8dcc5c_42025FDM222Peds
for adequate drainage; however, to comply with ADA requirements, the maximum cross slope is 2%. A clear, features which cannot be feasibly relocated or adjusted (e.g., drainage inlets, signal poles, pull, take into consideration the needs of transit, emergency vehicles, commercial trucks, drainage, and bicyclists. Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide and Figure 222.2.1 . Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm222peds.pdf?sfvrsn=13076126_52025FDM214Drwys
flares, • drainage pipes and structures, • crossovers, • sidewalks, • curb cut ramps, ) • Context classification • Commercial or residential use • Drainage accommodations, • 28% for residential Design driveways to avoid ponding and erosion. Drainage requirements are in Chapters 2 and 3 of the FDOT Drainage Manual . 214.4.1 Driveway Profile on Curbed Roadways, . The FDOT Drainage Manual and FDOT Drainage Connection Permit Handbook provide information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm214drwys.pdf?sfvrsn=7eb2644a_32025FDM214Drwys
, • separators, • transition tapers, • auxiliary lanes, • travel way flares, • drainage pipes, or residential use • Drainage accommodations • Utility considerations • Design speed of roadway (affects, and erosion. Drainage requirements are in Chapters 2 and 3 of the Drainage Manual . 214.4.1, a permit. The Drainage Manual and the Drainage Connection Permit Handbook provide information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm214drwys.pdf?sfvrsn=d69b7eb7_12025FDM124QC
Traffic Control Roadway Plans Lan Solo, PE Luke S. Walker, PE Drainage Design Roadway Plans Flow, , when the drainage network is initially developed). Example of Conformance checks include, Design Package, No Passing Zone Study, Drainage Report, Bridge Hydraulics Report, Geotechnical Report, , such as: • Are drainage inlet elevations set properly relative to curbs, ditches, and ponds? • Are clearing, Initial Drainage Dep Abillaba, PE 4/20/2021 4/21/2021 Final Geometrics Sabrina Ren, PE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm124qc.pdf?sfvrsn=84b8208_1Standard Plans - FY 2021-22
Boxes 425-001 Supplementary Details for Drainage Structures 201 SPI XLS 425-010 Errata Structure, - Type K 235 SPI 425-060 Errata Back of Sidewalk Drainage 282 SPI, 240 SPI 425-080 Errata Utility Conflicts thru Drainage Structures 307, Culverts - End Treatments 430-001 Miscellaneous Drainage Details 280 SPI 430-010 U, Modifications for Endwalls 295 SPI Structures - Miscellaneous Drainage 436-001 Trench
https://www.fdot.gov/design/standardplans/2022/default.shtmStandard Plans - FY 2022-23
Inlets, Manholes and Junction Boxes 425-001 Supplementary Details for Drainage Structures 201 SPI, 235 SPI 425-060 Back of Sidewalk Drainage 282 SPI 425-061 Closed, 240 SPI 425-080 Utility Conflicts thru Drainage Structures 307 SPI 425-090, Treatments 430-001 Miscellaneous Drainage Details 280 SPI 430-010 U-Type Concrete, Modifications for Endwalls 295 SPI 3D Structures - Miscellaneous Drainage 436-001 Trench
https://www.fdot.gov/design/standardplans/2023/default.shtmStandard Plans - FY 2018-19 NEW
Inlets, Manholes and Junction Boxes 425-001 Supplementary Details for Drainage Structures, - Type K 235 425-060 Back of Sidewalk Drainage 282 425-061, 240 SPI 425-080 Utility Conflicts thru Drainage Structures 307 425-090, 430-001 Miscellaneous Drainage Details 280 430-010 U-Type Concrete Endwalls, 430-090 Safety Modifications for Endwalls 295 Structures-Miscellaneous Drainage
https://www.fdot.gov/design/standardplans/2019/default.shtm1450000-724origind
reinforced embankment. Furnish and place geosynthetics and any associated facing material or drainage, to the Department. Deliver geosynthetic materials (including facing and drainage elements) to the job site, , including facing and drainage material, which will be covered in a single days’ production. Do, the slope face, or provide some other positive drainage. Do not exceed the maximum allowable lift, drawings, geosynthetic materials, facing drainage materials and/or treatment, installation, testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1450000-724origind.pdf?sfvrsn=2b5bc784_1E1X89-R0BidTabs
LB 4.50000 112.50 19.00000 475.00 10.00000 250.00 0030 0425 11 MODIFY EXISTING DRAINAGE, GRATE FOR EXISTING DRAINAGE STRUCTURE, FURNISH AND INSTALL 5.000 SF 1,250.00000 6,250.00 950.00000, 11 MODIFY EXISTING DRAINAGE STRUCTURE 4.000 EA 2,500.00000 10,000.00 4,000.00000 16,000.00 4,000.00000 16,000.00 0035 0425 14 1 GRATE FOR EXISTING DRAINAGE STRUCTURE, FURNISH AND INSTALL, EXISTING DRAINAGE STRUCTURE 4.000 EA 7,800.00000 31,200.00 5,000.00000 20,000.00 0035 0425 14 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/may15/e1x89-r0bidtabs.pdf?sfvrsn=1c8e8124_1Standard Plans - FY 2024-25
Inlets, Manholes and Junction Boxes 425-001 Supplementary Details for Drainage Structures, of Sidewalk Drainage 282 SPI 425-061 Closed Flume Inlet 216 SPI, Conflicts thru Drainage Structures 307 SPI 425-090 Safety Modifications for Inlets In Box Culverts 293 SPI Pipe Culverts - End Treatments 430-001 Miscellaneous Drainage, - Miscellaneous Drainage 436-001 Trench Drain 206 SPI 3D 440-001 Underdrain
https://www.fdot.gov/design/standardplans/2025/standard-plans---fy-2024-25Standard Plans - FY 2023-24
425-001 Supplementary Details for Drainage Structures 201 SPI XLS 425-010 Structure Bottoms - Type, of Sidewalk Drainage 282 SPI 425-061 Closed Flume Inlet 216 SPI, thru Drainage Structures 307 SPI 425-090 Safety Modifications for Inlets In Box Culverts 293 SPI Pipe Culverts - End Treatments 430-001 Miscellaneous Drainage, SPI 3D Structures - Miscellaneous Drainage 436-001 Trench Drain 206 SPI 3D
https://www.fdot.gov/design/standardplans/2024/24.shtm2026FDM124QC
Traffic Control Roadway Plans Lan Solo, PE Luke S. Walker, PE Drainage Design Roadway Plans Flow Fast, the impact of deficiencies (i.e., when the roadway geometries are initially created , when the drainage, , Drainage Report, Bridge Hydraulics Report, Geotechnical Report). 124.4.3 Interdisciplinary Reviews, or inconsistences between the various discipline designs, such as: • Are drainage inlet elevations set, 3/27/2021 3/28/2021 3/28/2021 3/29/2021 Initial Drainage Dep Abillaba, PE 4/20/2021 4/21/2021
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm124qc.pdf?sfvrsn=96269315_22026FDM124QC
Traffic Control Roadway Plans Lan Solo, PE Luke S. Walker, PE Drainage Design Roadway Plans Flow Fast, the impact of deficiencies (i.e., when the roadway geometries are initially created , when the drainage, , Drainage Report, Bridge Hydraulics Report, Geotechnical Report). 124.4.3 Interdisciplinary Reviews, or inconsistences between the various discipline designs, such as: • Are drainage inlet elevations set, 3/25/2021 3/27/2021 3/28/2021 3/28/2021 3/29/2021 Initial Drainage Dep Abillaba, PE 4/20/2021
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm124qc.pdf?sfvrsn=5fcd6a15_22026FDM222Peds
drainage; however, to comply with ADA requirements, the maximum cross slope is 2%. A clear 1-foot wide, with existing features which cannot be feasibly relocated or adjusted ( e.g., drainage inlets, signal poles, , commercial trucks, drainage, and bicyclists. Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm222peds.pdf?sfvrsn=52367ed7_142026FDM214Drwys
, • separators, • transition tapers, • auxiliary lanes, • travel way flares, • drainage pipes, or flush shoulder) • Context classification • Commercial or residential use • Drainage accommodations, % for commercial • 28% for residential Design driveways to avoid ponding and erosion. Drainage requirements are in Chapters 2 and 3 of the Drainage Manual. 214.4.1 Driveway Profile on Curbed Roadways, . The Drainage Manual and the Drainage Connection Permit Handbook provide information on National
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm214drwys.pdf?sfvrsn=f3414723_52025FDM222Peds
. There should be enough sidewalk cross slope to allow for adequate drainage; however, to comply, may occur with existing features which cannot be feasibly relocated or adjusted (e.g., drainage, into consideration the needs of transit, emergency vehicles, commercial trucks, drainage, and bicyclists. Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide and Figure 222.2.1 . January 1, 2025 12 Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm222peds.pdf?sfvrsn=82d2d90f_22026FDM214Drwys
, • separators, • transition tapers, • auxiliary lanes, • travel way flares, • drainage pipes, (curbed or flush shoulder) • Context classification • Commercial or residential use • Drainage, % for residential Design driveways to avoid ponding and erosion. Drainage requirements are in Chapters 2 and 3 of the Drainage Manual. 214.4.1 Driveway Profile on Curbed Roadways Requirements, to a significant change (as defined in Rule 14-96, F.A.C.), do not require a permit. The Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm214drwys.pdf?sfvrsn=edee437_52026FDM222Peds
. There should be enough sidewalk cross slope to allow for adequate drainage; however, to comply, ( e.g., drainage inlets, signal poles, pull and junction boxes, etc.). Topic #625-000-002 FDOT Design, , emergency vehicles, commercial trucks, drainage, and bicyclists. Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide and Figure 222.2.2. Topic #625-000-002 FDOT Design Manual January 1, 2026 222
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