4220 search results for drainage
SS4270000
SS4270000 Maintenance Jobs involving the Sealing of Drainage Structures 427 SEALING OF DRAINAGE STRUCTURES. (REV 3-9-18) (7-18) The following new Section is added after Section 425: SECTION 427 SEALING OF DRAINAGE STRUCTURES 427-1 Description. Seal inlets, manholes, and junction boxes, . 427-5 Materials. 425-5.1 Chemical Sealing of Drainage Structures: All materials containers must, involving the Sealing of Drainage Structures Cured Foam Water absorption is less than 1% as measured per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=24a6b9df_1SS4270000
SS4270000 Maintenance Jobs involving the Sealing of Drainage Structures 427 SEALING OF DRAINAGE STRUCTURES. (REV 6-8-17) (1-18) The following new Section is added after Section 425: SECTION 427 SEALING OF DRAINAGE STRUCTURES 427-1 Description. Seal inlets, manholes, and junction boxes, . 427-5 Materials. 427-5.1 Chemical Sealing of Drainage Structures: All materials containers must, involving the Sealing of Drainage Structures Cured Foam Water absorption is less than 1% as measured per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=99595664_1SP4750000DB-725
and lights used by maintenance and inspection personnel. Drainage Systems: All components of the bridge deck drainage system including anchorages, hangers, pipes, couplings, bends, inlets, cleanouts, years (e) Drainage Systems: 5 years 475-3.3 Deficiencies/Defects Requiring Remedial Action, and photocells. 475-3.3.5 Drainage Systems: grates that will not stay in position as designed, and hangers that are defective or that do not function properly; unacceptable drainage discharge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4750000db-725.docx?sfvrsn=59e1cdb5_3SP4750000DB-726
and lights used by maintenance and inspection personnel. Drainage Systems: All components of the bridge deck drainage system including anchorages, hangers, pipes, couplings, bends, inlets, cleanouts, years (e) Drainage Systems: 5 years 475-3.3 Deficiencies/Defects Requiring Remedial Action, and photocells. 475-3.3.5 Drainage Systems: grates that will not stay in position as designed, and hangers that are defective or that do not function properly; unacceptable drainage discharge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/sp4750000db-726.docx?sfvrsn=95ad5ff5_1District 5 Letting and Project Information
Marion BDIShoulder Rework E56D2 Osceola Drainage Repair E57D0 Orange, Osceola Ditch Reshape/Pond, & Establishment Pushbutton E58D0-R0 Brevard Drainage Repair E58D3 Lake Drainage Repair, /Rehabilitation E57D1-R0 Orange, Seminole Pavement Markings E57D3-R0 Orange, Seminole Drainage Repair E58F4, Resurfacing / Drainage / Roadway Signing October 7, 2025 Important Letting, Traffic Ops Improvement E55D1-R0 Lake, Orange Pavement Markings E55D4-R0 Lake, Orange Drainage
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtmRandyRoberts-FDOTDrainageDesignC3D
FDOT Civil 3D Drainage Design & Resources Randy Roberts Engineering/CADD Systems Office, Referenced (Data Shortcut) X-ref’d = Xreferenced as a Overlay Editing the “FDOT Drainage” Parts List It, the “FDOT Drainage” Parts List TIP – If you deleted to much or need the full parts list again don’t worry, . In this example we are doing the drainage design in the DRMPRDXX.dwg TIP – If you don’t see, of available objects will appear that you can reference. Laying out a Sample Drainage System On the Home
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/randyroberts-fdotdrainagedesignc3d.pdf?sfvrsn=d85f037f_22024FDM906BHRS
and Drainage Area (4) Bridge Hydraulic Data Table The BHRS is appended to the Bridge Hydraulics Report, at a 1:2 slope to meet the contraction or long-term scour profile. 906.4 Location Map and Drainage, , use a scale so that the entire drainage area for the proposed structure is shown. Any suitable, structure. Display the drainage area boundaries using a very heavy dashed line, with the area (in acres, to Chapter 4 of the Drainage Design Guide for additional information on long-term scour. (b) Worst
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm906bhrs.pdf?sfvrsn=308003fe_1SPI-521-427
sidewalk to drainage structures, drainage slots 2” or 3” high and less than or equal to 6” or between 6 and 12” in length may be added to the base of the traffic railing. Work with the Drainage, deck within the Bars 4V along with the rest of the deck steel. When drainage slots are required, include drainage slot size (height and length) and slot locations in the plans. For approach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-427.pdf?sfvrsn=8cd02256_1AppendixF
January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines for Pipe End, FOR PIPE END TREATMENTS January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines, .............................F-2 January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines for Pipe End, 430-040 Winged Concrete Single 12" thru 48" Yes No Yes Yes Very Good 0.3 January 1, 2024 Drainage, Good Outside CZ No Good January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixf.pdf?sfvrsn=af59f7ce_5E4X34-R0
and incidentals necessary to rehabilitate any part of the NPDES/drainage system assets, remove and dispose of any type of blockage inside of any part of the storm drainage system to provide maximum drainage capacity of the Department s storm water system in Martin, St. Lucie, and Indian River Counties, : Experience Form Drainage Repair 850-070-05 must be submitted with the bid. PLEASE READ STANDARD, - INLETS, ADJUST EA 2.000 0425- 5- MANHOLE, ADJUST EA 3.000 0430- 96- DRAINAGE PIPE REPAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4x34-r0.pdf?sfvrsn=34923c36_12016
of Pay Items Chapter 5 Drainage Map and Bridge Hydraulic Recommendation Sheet Chapter 5 Exhibits, Chapter 8 Summary of Drainage Structures and Optional Materials Tabulation Chapter 8 Exhibits Summary of Drainage Structures and Optional Materials Tabulation Chapter 9 Project Layout Chapter 9, -of-Sidewalk Profiles Chapter 13 Intersection and Interchange Details/Layouts Chapter 14 Drainage Structures Chapter 14 Exhibits Drainage Structures Chapter 15 Lateral Ditch/Outfalls, Retention
https://www.fdot.gov/roadway/ppmmanual/2016ppm.shtm2017
Summary of Pay Items Chapter 5 Drainage Map and Bridge Hydraulic Recommendation Sheet Chapter 5, Summary of Quantities Chapter 8 Summary of Drainage Structures and Optional Materials Tabulation Chapter 8 Exhibits Summary of Drainage Structures and Optional Materials Tabulation Chapter 9 Project, Control Sheet Chapter 13 Intersection and Interchange Details/Layouts Chapter 14 Drainage Structures Chapter 14 Exhibits Drainage Structures Chapter 15 Lateral Ditch/Outfalls, Retention/Detention
https://www.fdot.gov/roadway/ppmmanual/2017ppm.shtmSPI-521-427
sidewalk to drainage structures, drainage slots 2” or 3” high and less than or equal to 6” or between 6 and 12” in length may be added to the base of the traffic railing. Work with the Drainage, placed in the bridge deck within the Bars 4V along with the rest of the deck steel. When drainage slots are required, include drainage slot size (height and length) and slot locations in the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-427.pdf?sfvrsn=f1ac339d_1RDO-26-01
): RDO-26-01 Requesting Office Central Office Roadway Design Office Drainage Design Priority 1 of 1, created by FDOT in 2008 to provide consistency and guidance for our drainage engineers to perform FDEP’s, involved? CO- Drainage – lead research effort and implementation OTIT – software application deliverable District Drainage Staff – Training on updated software Existing Work TRID and RIP, Project Manager Jennifer Johnson State Drainage Engineer Contracting Method Anticipated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/rdo-26-01.pdf?sfvrsn=2f718a5b_1RDO-26-01
): RDO-26-01 Requesting Office Central Office Roadway Design Office Drainage Design Priority 1 of 1, created by FDOT in 2008 to provide consistency and guidance for our drainage engineers to perform FDEP’s, involved? CO- Drainage – lead research effort and implementation OTIT – software application deliverable District Drainage Staff – Training on updated software Existing Work TRID and RIP, Project Manager Jennifer Johnson State Drainage Engineer Contracting Method Anticipated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/rdo-26-01db43f66c-6f0e-41b6-8b92-08bec9ab6ced.pdf?sfvrsn=d0ecdc49_11050806-724IMPL
, Box Culverts, Drainage Structures or Incidental Precast Concrete Plants Level II QC Inspector, certifications. 105-8.9.2.1.1 Precast Concrete Drainage Technician Level I: PCI Quality Control, certifications. 105-8.9.2.2.1 Precast Concrete Drainage Technician Level II: 1. Precast Concrete Drainage Technician Level I, in accordance with 105-8.9.2.1.1. 2. PCI Quality Control Technician, Drainage Structures and Box Culverts Manufacturing Facilities: 105-8.9.2.5.1 Testing Personnel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1050806-724impl.pdf?sfvrsn=d7fc56cd_19850000-722origind
for drainage, erosion control, reinforcement, separation or stabilization. 985-2 General, physical requirements: Drainage, or Drainage Application Class for Type D1, D2, D3 Materials (see Table 985-2) 50% passing, All Jobs Table 985-2 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3, T88. 9850000 All Jobs Table 985-3 Drainage Geotextiles Test Methods and Requirements for Types
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9850000-722origind.pdf?sfvrsn=66321eed_24300100.origind
substituted: 430-1 Description. Furnish and install drainage pipe and end sections at the locations, and drainage products from a plant that is currently on the Department’s Production Facility Listing, , and this Section. Ensure that each shipment of drainage products to the project site is accompanied with a QC, entering and leaving drainage structures. 2. Provide a 2 to 4 inch pipe overhang beyond the drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4300100.origind.pdf?sfvrsn=a85aaa79_05560200.origind
per the contract documents, extend the casing the entire length from drainage structure to drainage structure. 5560200 All Jobs Maintain a uniform diameter, wall thickness and material type for the entire length of the casing from drainage structure to drainage structure. 556-2.1 Steel Pipe, Drainage Manual Chapter 6. For purposes of determining service life, ensure that casings installed under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5560200.origind.pdf?sfvrsn=5290f40e_0Section6.1-6112
Drainage Products Flexible Pipes (Metal and Plastic) Volume II 6-1-1 Volume II Section 6.1 Volume II, No.: 675-000-000 Materials Manual, Effective: June 6, 2007June 1, 2012 Manufactured Drainage Products, Drainage Products Flexible Pipes (Metal and Plastic) Volume II 6-1-3 facility qualification review, No.: 675-000-000 Materials Manual, Effective: June 6, 2007June 1, 2012 Manufactured Drainage Products, of Topic No.: 675-000-000 Materials Manual, Effective: June 6, 2007June 1, 2012 Manufactured Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section6-1-6112.pdf?sfvrsn=5f0ba05f_1