4223 search results for drainage
Standard Plans-FY 2025-26
Boxes 425-001 Supplementary Details for Drainage Structures 201 SPI XLS 425-010 Structure Bottoms, SPI 3D 425-060 Back of Sidewalk Drainage 282 SPI 3D 425-061 Closed Flume Inlet, 425-080 Utility Conflicts thru Drainage Structures 307 SPI 3D 425-090 Safety, Miscellaneous Drainage Details 280 SPI 430-010 U-Type Concrete Endwalls, 295 SPI 3D Structures - Miscellaneous Drainage 436-001 Trench Drain 206 SPI 3D
https://www.fdot.gov/design/standardplans/2026/standard-plans-fy-2025-26D2-11-19-25BSN
: Gainesville Maintenance Drainage Repairs and Pipe Video Insp Limits: Midpoint Project(s, document driven contract consist of drainage system repairs and improvements to the existing drainage systems, inspections via video camera, cleaning and desilting storm sewer sections as directed, and Maintenance of Traffic are incidental to the pay items listed. RENEWAL OPTION. EXPERIENCE IN DRAINAGE REPAIR, 5.000 0425- 11- MODIFY EXISTING DRAINAGE STRUCTURE EA 1.000 0425- 15- 41 INLET TOP, REPAIR, CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/d2-11-19-25bsn.pdf?sfvrsn=892893bd_3Standard Plans - FY 2026-27
Supplementary Details for Drainage Structures 201 SPI XLS 425-010 Structure Bottoms - Type J, Back of Sidewalk Drainage 282 SPI 3D 425-061 Closed Flume Inlet 216, Conflicts thru Drainage Structures 307 SPI 3D 425-090 Safety Modifications, Miscellaneous Drainage Details 280 SPI 430-010 U-Type Concrete Endwalls With Grates - 15, Structures - Miscellaneous Drainage 436-001 Trench Drain 206 SPI 3D 440-001 Underdrain
https://www.fdot.gov/design/standardplans/current/272024FDM210ArterialsCollectors
the Roadway, Drainage and Structures designers in the development of transitions is required to ensure, : • Have sufficient depth to provide positive drainage of the adjacent sub-grades. Typically, and hydraulic capacity to ensure good drainage. See FDM 260.5 for information on bridge medians, movements, provide for delineation of narrow roadway medians, and provide for drainage. Typically, management features. See Drainage Manual, FDM 916 (Drainage Structures Sheet), FDM 270
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm210arterialscollectors.pdf?sfvrsn=67b36807_22025FDM210ArterialsCollectors
. Coordination between the Roadway, Drainage and Structures designers Topic #625-000-002 FDOT Design, to provide positive drainage of the adjacent sub-grades. Typically, this requires a median depth, good drainage. See FDM 260.5 for information on bridge medians. Topic #625-000-002 FDOT Design, for drainage. Typically referred to as “divisional islands” when separating traffic in opposing, -growing landscaping of 18 inches tall or less and stormwater management features. See Drainage Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm210arterialscollectors.pdf?sfvrsn=b5864af9_12OOM_20241113_RA-Handbook
. ................................................................................................................................................................68 DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/cont/ra/oom_20241113_ra-handbook.pdf?sfvrsn=1c2b20df_1OOM_20251001_Florida-Bridge-Information-2025-4th-Quarter
Fair Open Bay City or Municipal Highway Agency465140 Charco Drive Drainage Ditch 110 1978 3/11/2024, Bay City or Municipal Highway Agency466099 19th Street Drainage Ditch 7,400 1960 3/6/2025 Good Open
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20251001_florida-bridge-information-2025-4th-quarter.pdf?sfvrsn=f589699b_1449188_TechnicalScope_Final
or drainage projects): N/A 4. Adjacent Projects: 451734-1 (2022) 5. Additional R/W Required? No 6, the existing superelevation in place. Drainage Scope Items: The existing drainage consists, barrier may need to be replaced, sufficient positive drainage will need the be addressed, drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. 7 All drainage structure end treatment is outside the clear zone or protected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26145/449188_technicalscope_final.pdf?sfvrsn=ebafde6c_1E1X04Addendum002
Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility Information 45235615201_FPLDistribution_MarkedPlans, A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum002.pdf?sfvrsn=8b0091c4_1E1X04Addendum003
452357-1-52-01_Final RFP Concept Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility Information, Plans_8-26-24_reduced 452357-1-52-01_Final RFP Concept Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum003.pdf?sfvrsn=49e22945_1E1X04-Addendum No 5
Concept Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility Information, - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04-addendum-no-5.pdf?sfvrsn=8f2a7c11_1E1X04Addendum006
Concept Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility Information 45235615201_FPLDistribution, RFP Concept Plans_8-26-24_reduced A22 - Drainage analysis 452356-1 I-75 Drainage Report_SUBMITTAL_010924 452357-1 I-75 Drainage Report_SUBMITTAL_010924 A23 - Utility Information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum006.pdf?sfvrsn=f2efe1bb_1Samples
...........................................................................................................10 D. Drainage Logbooks, ................................................................................................13 3. Drainage, ...................................................................................................15 2. Filtering Drainage Plots, Sample Drainage – Data Entry Each Company ..................................44 C. Creating a Field, .....................................................................................................54 D. Creating a Field Density Sample Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/ers-samples/samples.pdf?sfvrsn=65c72fc5_13Chapter09 BicycleFacilities 2024
pavement and limited changes in elevation along edge lines. Drainage inlets and utility covers, with the MUTCD. Existing drainage inlets, grates and utility covers shall be evaluated as to whether, . Drainage inlets, grates and utility covers to remain should be adjusted to be flush, , Part 9. Additional information on appropriate drainage inlets in or near pedestrian and bicycle facilities can be found in the FDOT’s Drainage Manual, Section 3.7.4 Inlet Placement, (2022). Figure 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter09-bicyclefacilities-2024.docx?sfvrsn=e6817c55_1450726 Technical Scope_Final_Rev
limits (such as safety, sidewalk or drainage projects): 452622-1_FY28_MP 4.610_MP25.906_RRR, Context Classification per Table 201.5.1 of the FDM. Drainage Scope Items: The existing drainage, insignificant impact. There are no apparent drainage issues, however, include a rainy day visit to determine drainage facilities are functioning correctly. It was noted during the field visit that there are a few SD MESs that need tom be replaced. Minor drainage work will be needed to convert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-technical-scope_final_rev.pdf?sfvrsn=877fd8bb_1SS1050000
, prestressed and/or precast concrete products and drainage products. For all applicable materials, grates, roadway gratings, drainage items, expansion joints, roadway decking, shear connectors, /specificationsestimates/materialsmanual/section62.pdf . Producersof Precast Concrete Drainage, Products, Prestressed and/or Precast Concrete Products and Drainage Products Quality Control Program, (Structural), earthwork, timber, prestressed and/or precast concrete products and drainage products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000.pdf?sfvrsn=6f872859_0SS1050000
, prestressed and/or precast concrete products and drainage products. For all applicable materials, grates, roadway gratings, drainage items, expansion joints, roadway decking, shear connectors, /specificationsestimates/materialsmanual/section62.pdf . Producersof Precast Concrete Drainage, Products, Prestressed and/or Precast Concrete Products and Drainage Products Quality Control Program, (Structural), earthwork, timber, prestressed and/or precast concrete products and drainage products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000ae34a485973240d19782e02593fc0a30.pdf?sfvrsn=6e5dd0e4_0OOM_20250717_MRPHandbook2025
DRAINAGE, . Drainage 5. Vegetation/Aesthetics Further divisions of these elements include those features, highway elements (roadway, roadside, traffic services, drainage, and vegetation) and task, surface, poor drainage on the pavement surface or within the base, or a loss of load support, from poor quality materials, thin pavement surface, poor drainage on the pavement surface or within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/mrp/oom_20250717_mrphandbook2025.pdf?sfvrsn=8757fe4b_1D2-01-21-2026BSN
Polyurethane Injection at drainage structures, drainage pipes, box culverts, asphalt and concrete, of subgrade, filling voids, sealing drainage structures and realignment of surface at locations within, Estimate. EXPERIENCE IN DRAINAGE REPAIR (FORM 850-070-05) MUST BE COMPLETED AND SUBMITTED, for future ground subsidence. The Shallow Subsurface Polyurethane Injection will be used at drainage structures, drainage pipes, box culverts, asphalt and concrete pavement areas, sidewalk areas and bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/jan21/d2-01-21-2026bsn.pdf?sfvrsn=6393667f_1D4 Public Hearing Report 2026 - Districtwide
$3,375,792 $979,948 $4,029,802 429528-5 - D/W DRAINAGE PUSH BUTTON Type of Work: DRAINAGE, for Project 429528-5 $668,410 429528-6 - D/W DRAINAGE PUSH BUTTON Type of Work: DRAINAGE IMPROVEMENTS, 429528-7 - D/W DRAINAGE PUSH BUTTON Type of Work: DRAINAGE IMPROVEMENTS Phase Fund Code 2026, 429310-8 $75,000 $75,000 $75,000 429528-5 - D/W DRAINAGE PUSH BUTTON Type of Work: DRAINAGE, Total for Project 429528-5 $400,000 429528-6 - D/W DRAINAGE PUSH BUTTON Type of Work: DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---districtwide.pdf?sfvrsn=4cd5fcd2_3