4220 search results for drainage
SP4440000
DEEP DRAINAGE WELLS. (REV 11-9-93) (1-10) PAGE 465. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Construct deep wells in accordance with the details shown in the plans. 444-2 Materials. Use casing constructed of 0.375 inch wall, drainage wells. Drill the wells of the specified diameter to a depth which will produce the minimum, and other drainage structures in place and operational. 444-4 Basis of Measurement. The quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp4440000.pdf?sfvrsn=6979fb8b_01050807-723impl
Level 3, or c. NRMCA Plant Manager Certification. For dry cast concrete pipe and dry cast drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1050807-723impl.pdf?sfvrsn=18d07b0f_19850000FHWA
-woven) or geogrids (woven or extruded) that are used for drainage, erosion control, reinforcement, the following physical requirements: Drainage, Drainage. 985-3.1 Application: Requirements for geotextile materials used for drainage are Select, 985-1 Drainage Applications Geotextile Type Description Standard Plans Index D-1 Revetment, Culvert Joints 400-289 and Table 985-1 Drainage Applications Geotextile Type Description
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9850000fhwa.pdf?sfvrsn=c9e16d6e_1SPI-125-001
by Maintenance and utility permit operations. Department owned utilities (i.e., conduit and drainage pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-125-001.pdf?sfvrsn=579a37cd_1SPI-444-T01
Standard Plans Instructions Topic No. 625-010-003 Index 444-T01 Deep Well Injection Box FY 2026-27 1 Index 444-T01 D eep Well Injection Box Design Criteria FDOT Design Manual (FDM); Drainage Manual (DM) Design Assumptions and Limitations Provide a casing depth of at least 60”. Open Hole Depth is 10’ – 20’. Determine size of Inflow and Outflow chambers using Table 3 of Index 425-010 and the size of the pipes. Provide a constant structure width, based on the largest pipe. Adjust
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-444-t01.pdf?sfvrsn=5c898c06_12026FDM907RFPConceptPlans
Plans in the following order: (1) Key Sheet (see Exhibit 907-1) (2) Drainage Map (3) Typical Section, and component plans list (lead component only) DRAINAGE MAP Photographic (aerial) base map Centerline, Begin & end of project stations Begin & end of bridges stations Drainage areas and flow directions Drainage divides and ground elevations Highwater information Existing structures and pipes, , lakes, rivers) Proposed drainage structures with structure numbers Proposed cross drains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm907rfpconceptplans.pdf?sfvrsn=c0a32af3_6SPI-425-020series
Standard Plans Instructions Topic No. 625-010-003 Index 425-020 through 425-025 Curb Inlets Types 1-10 FY 2026-27 1 Index 425-020 through 425-025 Curb Inlets Types 1-10 Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design, Types 1-10 FY 2026-27 2 Plan Content Requirements Include Drainage Structure information, number Item Description Unit Measure 425-1 Inlet – Drainage EA See the BOE and Specification 425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-020series.pdf?sfvrsn=a810fdd3_1DB - Prescoping questions CLEAN 4-25-2025
whether bridge drainage can discharge directly into the waterway? What are the specific permit requirements related to bridge drainage to be conveyed in the RFP? •District Environmental Manager, bridge height requirements based on wave crest clearance requirement of the Drainage Manual Section, strategy, and level of analysis. (SDG 2.5 & Drainage Manual Section 4.9.5) Also see Pre-scoping, Engineer •District Drainage Engineer •Structures Detailing Manual •18.2 Ramps and Handrails
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbrules/db---prescoping-questions-1-31-2024-clean.docx?sfvrsn=5d1c3a29_2Section63V2-724
Topic No.: 675-000-000 Materials Manual Manufactured Drainage Products Revised: July 1, 20243 Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-1 Section 6.3 Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS PURPOSE This procedure provides guidance, , storage, and transportation of precast concrete drainage structures and box culverts (Structures, Maintenance User Manual SCOPE This procedure is used by the Precast Concrete Drainage Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section63v2-724.pdf?sfvrsn=e0322e93_1Section63V2-redln122
Topic No.: 675-000-000 Materials Manual Effective: March 1, 2002 Manufactured Drainage Products Revised: Januaryuly 1, 20221 Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-1 Section 6.3 Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS PURPOSE, ) Programs for the manufacture, storage, and transportation of precast concrete drainage structures, Concrete Drainage Structures and Box Culverts Producers (Plants). These requirements and activities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section63v2-redln122.pdf?sfvrsn=38f697c9_1Section6.3V2 redln
Topic No.: 675-000-000 Materials Manual Effective: March 1, 2002 Manufactured Drainage Products Revised: January July 1, 2021 Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-1 Section 6.3 Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS PURPOSE, ) Programs for the manufacture, storage, and transportation of precast concrete drainage structures, Concrete Drainage Structures and Box Culverts Producers (Plants). These requirements and activities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section6-3v2-redln.pdf?sfvrsn=2064061_1Section63V2
Topic No.: 675-000-000 Materials Manual Effective: March 1, 2002 Manufactured Drainage Products Revised: May 15, 2018 July 1, 2020 Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-1 Section 6.3 Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS PURPOSE, (QC) Programs for the manufacture, storage, and transportation of precast concrete drainage, Materials Manual Effective: March 1, 2002 Manufactured Drainage Products Revised: May 15, 2018 July
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section63v2.pdf?sfvrsn=55bf8127_1Section63V2-722
Topic No.: 675-000-000 Materials Manual Effective: January 2022 Manufactured Drainage Products Revised: JulyMay 13, 2022 Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-1 Section 6.3 Volume II PRECAST CONCRETE DRAINAGE STRUCTURES AND BOX CULVERTS PURPOSE, for the manufacture, storage, and transportation of precast concrete drainage structures and box, Concrete Drainage Structures and Box Culverts Producers (Plants). These requirements and activities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section63v2-722.pdf?sfvrsn=80b1ec59_1FDOTSS4UpdateQA
Add-Ins replace GEOPAK Drainage? A: Yes but it requires another license. There is basic, . Q: Does FDOT recommend using the Bentley Hydraulic Software for drainage design? A: For now you should continue using GEOPAK Drainage. GEOPAK Drainage is being phased out and is being replaced, boxes based on the bulletins just released? Will this upgrade impact GEOPAK Drainage? We designed drainage using SS3 and do not want the design to be impacted or be unable to use it. A: Yes, FDOTSS4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdotss4updateqa_58d66c87-787b-422c-95e0-22a7350b3057.pdf?sfvrsn=ce118fe2_05140100int
the product being used on the job is on the APL and appropriate for the drainage application, ensure the geosynthetics being used on Department jobs for drainage applications meet, ensures drainage geotextiles are the correct type and have the required engineering properties to perform, FOR DRAINAGE APPLICATIONS (REV 6-5-25) ARTICLE 514-2 is deleted and the following substituted, the geotextile material based on the appropriate drainage application as shown in Table 514-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5140100int.pdf?sfvrsn=555cc5d6_15140100ind
the product being used on the job is on the APL and appropriate for the drainage application, ensure the geosynthetics being used on Department jobs for drainage applications meet, ensures drainage geotextiles are the correct type and have the required engineering properties to perform, FOR DRAINAGE APPLICATIONS (REV 6-5-25) ARTICLE 514-2 is deleted and the following substituted, the geotextile material based on the appropriate drainage application as shown in Table 514-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5140100ind.pdf?sfvrsn=33781545_1FDOTSS4UpdateQA-309259211
Add-Ins replace GEOPAK Drainage? A: Yes but it requires another license. There is basic, . Q: Does FDOT recommend using the Bentley Hydraulic Software for drainage design? A: For now you should continue using GEOPAK Drainage. GEOPAK Drainage is being phased out and is being replaced, boxes based on the bulletins just released? Will this upgrade impact GEOPAK Drainage? We designed drainage using SS3 and do not want the design to be impacted or be unable to use it. A: Yes, FDOTSS4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4updateqa-309259211.pdf?sfvrsn=3d7633ca_2FDOTSS4UpdateQA
Add-Ins replace GEOPAK Drainage? A: Yes but it requires another license. There is basic, . Q: Does FDOT recommend using the Bentley Hydraulic Software for drainage design? A: For now you should continue using GEOPAK Drainage. GEOPAK Drainage is being phased out and is being replaced, boxes based on the bulletins just released? Will this upgrade impact GEOPAK Drainage? We designed drainage using SS3 and do not want the design to be impacted or be unable to use it. A: Yes, FDOTSS4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4updateqa.pdf?sfvrsn=b4e8dbf1_2Pt2Ch13-073124_clean
Report (LHR) . The LHR must be reviewed by the District Drainage Engineer to verify that all base, , and local drainage or watershed specific studies in the project area. Additionally, the Project Manager should coordinate with the District staff such as District Drainage Engineer, District Permit, a discussion about known potential project involvement with floodplains, drainage basins/watershed, to the floodplain, drainage basins and receiving water bodies [based on information obtained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch13-073124_clean.pdf?sfvrsn=3834fbeb_1CADDManual2025-RecordOfChanges
5.16.8.4 Drainage, ................................................................................................................. 6-7 6.9 DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/publications/caddmanualconnect-c3d/caddmanual2025-recordofchanges.pdf?sfvrsn=53087c1e_1