4220 search results for drainage
D1450000.do
and place geosynthetics and any associated facing material or drainage blankets. 145-2, . Delivergeosynthetic materials (including facing and drainage elements) to the job site in unopened shipping, of geosynthetic material, including facing and drainage material, which will be covered in a single days, the slope face, or provide some other positive drainage. Placeandcompact the backfill material, , drainage materials, installation, testing, and required submittals. The cost and placement of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1450000.do.pdf?sfvrsn=4b78c60e_0E58D0BidTabs
): Contract: Contract Time: Vendor Ranking Drainage Repair 44400117209 (*) Counties: BREVARD Fed Aid, for renewal(s). Intent: The work under this Contract consists of drainage structure repair, stormwater, of experience in the performance of Drainage Repair, or the Project Superintendent must have at least three, of prequalification with the Department in "Drainage" will suffice to meet the above requirements, ): 44400117209 (*) Fed Aid No: Drainage Repair N/A Contract Descr: Unit Price Quantity Line No / Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/may06/e58d0bidtabs.pdf?sfvrsn=a8e187a6_12026FDM216Earthwork
drainage of the pavement subgrade is provided. Figure 216.4.7 illustrates the required excavation, of plastic materials with the Drainage Engineer of Record, as it may affect various drainage design, , drainage, geotechnical, environmental, or environmental restrictions that would affect, necessary to meet the drainage design requirements, such as select material beneath swales, on fill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm216earthwork.pdf?sfvrsn=b7f7f167_112026FDM216Earthwork
, ensure that adequate drainage of the pavement subgrade is provided. Figure 216.4.7 illustrates, . Coordinate the removal of plastic materials with the Drainage Engineer of Record, as it may affect various drainage design elements including the profile grade of the ditch bottoms. Topic, to Phase III. Evaluate any accessibility, drainage, Topic #625-000-002 FDOT Design Manual January, and quantify material necessary to meet the drainage design requirements, such as select material beneath
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm216earthwork.pdf?sfvrsn=9afddb7d_3425-001
drainage structures, use either deformed or smooth WWR meeting 2. Include "Adjustable" on the cover, FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e G e n e r a l, , Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage Structure Invert, Sump, Clips Permitted 8 2 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES 11/01/20 MANHOLE TOPS, " M i n . 4 1 " M i n . 4 1 8 3 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-001.pdf?sfvrsn=acc985f7_1D5-05-07-24BSN 30 Day
in the performance of Drainage Repair, or the Project Superintendent must have at least three (3) years of like, with the Department in "Drainage" will suffice to meet the above requirements. Call Order: 003 Proposal, Quantity Section 0001 CLEAN DRAINAGE STRUCTURES (LF) 0101- 1- MOBILIZATION LS 1.000 0102- 1- MAINTENANCE, to have at least three (3) years of experience in the performance of Drainage Repair, or the Project, . 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/may07/d5-05-07-24bsn-30-day.pdf?sfvrsn=2e14271f_2425-001
drainage structures, use either deformed or smooth WWR meeting 2. Include "Adjustable" on the cover, FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e G e n e r a l, , Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage Structure Invert, Sump, Clips Permitted 8 2 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES 11/01/20 MANHOLE TOPS, " M i n . 4 1 " M i n . 4 1 8 3 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-001.pdf?sfvrsn=9a15131_1425-001
drainage structures, use either deformed or smooth WWR meeting 2. Include "Adjustable" on the cover, FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e G e n e r a l, , Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage Structure Invert, Sump, Clips Permitted 8 2 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES 11/01/20 MANHOLE TOPS, " M i n . 4 1 " M i n . 4 1 8 3 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-001.pdf?sfvrsn=f77020b9_1Turnpike Enterprise Letting and Project Information
Supplements Proposal ID County Major Work Type Addendum CONSTRUCTION E8W33 Citrus Grading/Drainage, Osceola Drainage/Grading 1, 2, 3, 4, 5, 6, 7, 8 January 28, 2025, Drainage Maintenance February 19, 2025 Important Letting Documents, Major Work Type Addendum CONSTRUCTION E8V47 Miami-Dade Drainage, Intermediate Bridges, Hot Plant-Mixed, Beach Widening - Grading & Drainage 1, 2, 3, 4, 5, 6, 7, 8 E8V62 Seminole Resurfacing 1, 2
https://www.fdot.gov/contracts/district-offices/tp/lettings/dist-letting-project-info.shtm676-010FHWAReviewPkg
pavement areas, or where R/W is restricted. " to 1" for drainage. Not required in sidewalk, 4 1, is restricted. " to 1" for drainage. Not required in sidewalk, 4 1 slope 1. Maintenance Service Slab: Use, " for drainage. Not required in sidewalk, 4 1 slope 1. Maintenance Service Slab: Use Class NS, " for drainage. Not required in sidewalk, 4 1 slope 1. Maintenance Service Slab: Use Class NS concrete, and orientation of conduit sweep will pavement areas, or where R/W is restricted. " to 1" for drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/676-010fhwareviewpkg.pdf?sfvrsn=eea027f5_1SS1050301
products, prestressed and/or precast concrete products and drainage products. For all applicable, , drainage items, expansion joints, roadway decking, shear connectors, handrails, galvanized, . Producers of Precast Concrete Drainage Structures shall meet the requirements of Section 6.3, , Box Culverts, Drainage Structures or Incidental Precast Concrete Plants Level II Quality Control, Production Control Technician Certification; 3. Precast Concrete Pipe, Box Culverts, Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1050301.pdf?sfvrsn=d8b97607_0E57D3BidTabs
, Seminole E57D3-R0 Contract: Contract Time: Vendor Ranking Drainage Repair Project(s, under this Contract consists of drainage repair including pipe desilting, video inspection, pipe, 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, , SEMINOLE, SUMTER, VOLUSIA Counties: 41232657269 (*) Fed Aid No: Drainage Repair N/A Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/aug05/e57d3bidtabs.pdf?sfvrsn=f030c4d3_1SPI-534-200
, posts, panels, etc. shall be fully detailed in the plans. Drainage Holes: Locate wall drainage holes based on site requirements. Evaluate the capacity of drainage openings and locate horizontally, stormwater stages for the appropriate regulatory design events. Refer to the Drainage Manual for additional guidance. Show drainage holes in the Control Drawings (including Type). Anti-Graffiti, Locations Drainage Hole Type and Stations Adjacent overhead or in-ground services Limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-534-200.pdf?sfvrsn=6e31e455_1449737-1 ScopeOfServices
DRAINAGE ANALYSIS 22 6b DRAINAGE PLANS 25 6c SELECTIVE CLEARING AND GRUBBING (N/A) 25 7 UTILITIES 25, (TTCP): 1 Minimal Analysis Temporary Lighting: N/A Temporary Signals: N/A Temporary Drainage: N/A Design Variations/Exceptions: N/A Sidewalk Profiles: N/A 2.2 Drainage (Activities 6a and 6b) Drainage System Type: [Describe expected systems, e.g., open, closed, ditches, ponds, exfiltration, , miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) in areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25143/449737-1-scopeofservices.docx?sfvrsn=5b583246_1451026-1-Stage I Ad
6a DRAINAGE ANALYSIS, DRAINAGE PLANS, Signals: N/A Temporary Drainage: N/A Design Variations: TBD -It's possible a Harden Centerline, . Should only say name of exception Sidewalk Profiles: N/A 2.2 Drainage (Activities 6a and 6b) Drainage, : 451026-1-32-01 The CONSULTANT shall notify the DEPARTMENT's Drainage Office of any existing cross drains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/451026-1-stage-i-ad.pdf?sfvrsn=eab6f40e_1Ad 26112 STAGE 2 ScopeOfServices_452826-1 SR 865
): [Level of TTCP] [Level of TTCP Comments] Temporary Lighting: N/A Temporary Drainage: N/A Design, : N/A None anticipated. Sidewalk Profiles: N/A 2.2 Drainage (Activities 6a and 6b) Drainage System Type: The existing drainage consists of a mixed system with curb and gutter conveyance, rainfall events. Evaluate spread at this location. There are no other apparent drainage issues, however, include a rainy day visit to determine the drainage facilities are functioning correctly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/ad-26112-stage-2-scopeofservices_452826-1-sr-865.pdf?sfvrsn=5dbecd6c_12023FDM910KeySignature
#625-000-002 FDOT Design Manual 910 - Key Sheet and Signature Sheet (9) Drainage Structures (10) Stormwater Facility Plan (11) Drainage Map (12) Lateral Ditches (13) Roadway Soil Survey (14, DRAINAGE STRUCTURES 18 - 19 SPECIAL DETAILS 17 TRAFFIC MONITORING SITE 15 - 16 ROADWAY PLAN-PROFILE 12, TYPICAL SECTIONS 4 - 5 DRAINAGE MAP 3 SIGNATURE SHEET 2 KEY SHEET 1 https://tinyurl.com/367v2589, DRAINAGE STRUCTURES 18 - 19 SPECIAL DETAILS 17 TRAFFIC MONITORING SITE 15 - 16 ROADWAY PLAN-PROFILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdm910keysignature.pdf?sfvrsn=bdff0373_1Maintenance Specifications
3-9-18) (FY 2025-26) Maintenance Contract with Drainage Structure. SPM4270000 SEALING OF DRAINAGE STRUCTURES(REV 3-9-18) (FY 2025-26) Maintenance Jobs involving the Sealing of Drainage Structures, , MANHOLES, AND JUNCTION BOXES.(REV 3-9-18) (FY 2024-25) Maintenance Contract with Drainage Structure. SPM4270000 SEALING OF DRAINAGE STRUCTURES.(REV 3-9-18) (FY 2024-25) Maintenance Jobs involving the Sealing of Drainage Structures. SPM4300705 PIPE CULVERTS - CHEMICAL GROUT.(REV 6-23-15) (FY 2024-25
https://www.fdot.gov/specifications/maintenance-specifications2025 Turnpike Enterprise Letting and Project Information
Type Addendum CONSTRUCTION E8U72 Osceola Drainage/Grading 1, 2, 3, 4, 5, 6, 7, 8, E8V93-R0 Broward, Miami-Dade, Palm Beach Drainage Maintenance February, Attendance Supplements Proposal ID County Major Work Type Addendum CONSTRUCTION E8V47 Miami-Dade Drainage, TO MARCH 18, 2025 LETTING 1, 2 E8V33 Palm Beach Widening - Grading & Drainage 1, 2, 3, 4, 5, 6, Orange Drainage / Grading 1, 2 MAINTENANCE March 28
https://www.fdot.gov/contracts/district-offices/tp/lettings/2025/2025-turnpike-enterprise-letting-and-project-informationScopeOfServices_StageII
) ..................................................................................................... 25 6a DRAINAGE ANALYSIS, 6b DRAINAGE PLANS, of TTCP: N/A Temporary Lighting: N/A Temporary Signals: N/A Temporary Drainage: N/A Design, profiles] 2.2 Drainage (Activities 6a and 6b) Drainage System Type: 449681-1: The existing drainage at RAB's at Pelican Colony Blvd. and Williams Rd. is a closed system with stormwater runoff
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1