4220 search results for drainage

SPI-430-010Series

FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Locate endwalls in accordance with the Drainage Manual Chapter 3 . Steel Grating, the designated clear zone. B. Drainage area to culvert consists of median or infield areas or areas, except on an infrequent basis (10 to 15 year frequency); for example a drainage basin in flat sandy, : Summarize quantity by location in the Summary of Drainage Structures, Summary of Sidedrain, or Summary

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-430-010series.pdf?sfvrsn=65fffaef_1

SPI-430-010Series

and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Locate endwalls in accordance with the Drainage Manual Chapter 3, within the designated clear zone. B. Drainage area to culvert consists of median or infield areas, to culvert is minor except on an infrequent basis (10 to 15 year frequency); for example a drainage basin, Plans: Summarize quantity by location in the Summary of Drainage or Summary of Miscellaneous

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-430-010series.pdf?sfvrsn=26d371e_1

SPI-425-001

, and Supplementary Inlet Details Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Manholes: • Specify Manhole top Type, the requirement for a 2-piece cover on the Drainage Structure sheets in the Plans. • 2-piece covers, Content Requirements Summarize the Drainage Structures in the Plans in accordance, used to determine if a drainage structure is greater than 10 feet shall be computed using

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-001.pdf?sfvrsn=5192cb6e_2

SPI-425-090

 Standard Plans Instructions Topic No. 625-010-003 Index 425-090 Safety Modification for Inlets in Box Culverts FY 2024-25 1 Index 425-090 Safety Modification for Inlets in Box Culverts Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Use this Index to modify Box Culvert Inlets for Safety. Plan Content Requirements Include Drainage Structure information in the Plans in accordance with the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-090.pdf?sfvrsn=d6826d20_2

SPI-425-090

 Standard Plans Instructions Topic No. 625-010-003 Index 425-090 Safety Modification for Inlets in Box Culverts FY 2025-26 1 Index 425-090 Safety Modification for Inlets in Box Culverts Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Use this Index to modify Box Culvert Inlets for Safety. Plan Content Requirements Include Drainage Structure information in the Plans in accordance with the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-090.pdf?sfvrsn=4901bbda_1

SPI-425-001

, and Supplementary Inlet Details Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Manholes: • Specify Manhole top Type, the requirement for a 2-piece cover on the Drainage Structure sheets in the Plans. • 2-piece covers, Content Requirements Summarize the Drainage Structures in the Plans in accordance, used to determine if a drainage structure is greater than 10 feet shall be computed using

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-001.pdf?sfvrsn=baea4ca2_1

5560200.comm

is being used as a carrier for drainage. There are other products that the pipe may be used, that the carrier pipe is to be encased, extend the casing the entire length from drainage structure to drainage structure. Response: ******************************************************************************

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/5560200.comm.pdf?sfvrsn=f27ff61c_0

SPI-425-001

, and Supplementary Inlet Details Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Manholes: • Specify, . Clearly note the requirement for a 2-piece cover on the Drainage Structure sheets in the Plans, is not permitted. Plan Content Requirements Summarize the Drainage Structures in the Plans in accordance, , the height used to determine if a drainage structure is greater than 10 feet shall be computed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-001.pdf?sfvrsn=b4f78e32_1

SPI-425-090

 Standard Plans Instructions Topic No. 625-010-003 Index 425-090 Safety Modification for Inlets in Box Culverts FY 2026-27 1 Index 425-090 Safety Modification for Inlets in Box Culverts Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Use this Index to modify Box Culvert Inlets for Safety. Plan Content Requirements Include Drainage Structure information in the Plans in accordance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-090.pdf?sfvrsn=91f55876_1

SPI-425-055

 Standard Plans Instructions Topic No. 625-010-003 Index 425-055 Ditch Bottom Inlet Type K FY 2024-25 1 Index 425-055 Ditch Bottom Inlet Type K Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet, by the designer of project drainage. This inlet is not intended for use with Index 425-010 structure bottoms. Plan Content Requirements Include Drainage Structure information in the Plans

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-055.pdf?sfvrsn=a215b34f_2

SPI-425-055

 Standard Plans Instructions Topic No. 625-010-003 Index 425-055 Ditch Bottom Inlet Type K FY 2025-26 1 Index 425-055 Ditch Bottom Inlet Type K Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations This inlet, by the designer of project drainage. This inlet is not intended for use with Index 425-010 structure bottoms. Plan Content Requirements Include Drainage Structure information in the Plans

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-055.pdf?sfvrsn=cffd9e85_1

3520100.impl

 352 GRINDINGCONCRETEPAVEMENT. (REV4-8-16)(FA5-12-16)(1-17) ARTICLE352-1isdeleted and the following substituted: 352-1 Description. Grindexistingconcretepavement in the areas designated on the Plans. Grindnewconcretepavement the full width of the travel lanes. Do not grind shoulders or roundabout aprons unless indicated in the Plans or required to promote drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3520100.impl.pdf?sfvrsn=602b1a27_0

D4070002.do

 407 THREE-SIDEDPRECASTCULVERT. (REV5-9-02)(FA7-11-02)(1-03) ARTICLE407-1(Page413)isdeletedandthefollowingsubstituted: 407-1Description. Designandconstructathree-sidedprecastculvertasanalternativetothestructureshowninthe plans.Obtainthethree-sidedprecastculvertfrom a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual, which is available at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4070002.do.pdf?sfvrsn=a9a5832b_0

D4070002.do

 407 THREE-SIDEDPRECASTCULVERT. (REV5-9-02)(FA7-11-02)(1-04) ARTICLE407-1(Page367)isdeletedandthefollowingsubstituted: 407-1Description. Designandconstructathree-sidedprecastculvertasanalternativetothestructureshowninthe plans.Obtainthethree-sidedprecastculvertfrom a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual, which is available at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4070002.dod49d892d0bf34ff6b6c90d3bfd32dd63.pdf?sfvrsn=dd642dc2_0

D4070002.do

 407 THREE-SIDEDPRECASTCULVERT. (REV5-9-02)(FA7-11-02)(1-04) ARTICLE407-1(Page367)isdeletedandthefollowingsubstituted: 407-1Description. Designandconstructathree-sidedprecastculvertasanalternativetothestructureshowninthe plans.Obtainthethree-sidedprecastculvertfrom a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual, which is available at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4070002.do.pdf?sfvrsn=1c6ed06a_0

4070002SS

 407 THREE-SIDEDPRECASTCULVERT. (REV5-9-02)(FA7-11-02)(1-04) ARTICLE407-1(Page367)isdeletedandthefollowingsubstituted: 407-1Description. Designandconstructathree-sidedprecastculvertasanalternativetothestructureshown intheplans.Obtainthethree-sidedprecastculvertfrom a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual, which is available at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4070002ss.pdf?sfvrsn=96dac91c_0

4070002SS

 407 THREE-SIDEDPRECASTCULVERT. (REV5-9-02)(FA7-11-02)(1-04) ARTICLE407-1(Page367)isdeletedandthefollowingsubstituted: 407-1Description. Designandconstructathree-sidedprecastculvertasanalternativetothestructureshown intheplans.Obtainthethree-sidedprecastculvertfrom a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual, which is available at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4070002ss.pdf?sfvrsn=b5e3f9cf_0

9650200.impl

 965 GENERALPROVISIONSFORALUMINUMITEMS(INCLUDINGWELDING). (REV7-23-15)(FA8-24-15)(1-16) ARTICLE965-2isdeleted and the following substituted: 965-2 Certification and Mill Analysis. Foraluminum materials used for pipe, tube, sheet and other structural shapes for structures other than drainage, the fabricator must maintain a certified mill analysis of the alloys for three years following fabrication

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9650200.impl.pdf?sfvrsn=65832812_0

SPI-425-055

 Standard Plans Instructions Topic No. 625-010-003 Index 425-055 Ditch Bottom Inlet Type K FY 2026-27 1 Index 425-055 Ditch Bottom Inlet Type K Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations, for flotation by the designer of project drainage. This inlet is not intended for use with Index 425-010 structure bottoms. Plan Content Requirements Include Drainage Structure information

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-055.pdf?sfvrsn=4f2a771a_1

5060200FHWA

: 5060200 Bridge Drainage System Dear Ms. Kendall: We are submitting, for your approval, two copies, Engineer 5060200 BRIDGE DRAINAGE SYSTEM (REV 6-18-24) ARTICLE 506-2 is deleted and the following, is deleted and the following substituted: 506-3 Method of Measurement. The quantity for bridge drainage system to be paid for will be at the Contract lump sum price. If bridge drainage piping is included, or shown in the Plans, including the complete installation of the drainage system for the bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/5060200fhwa.pdf?sfvrsn=ce4a4473_1
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