4223 search results for drainage
SW10_Vol 1_Issue 3_June2024
drainage, and more. SW 10th Street Connector / I-95 Interchange: Looking West Project Status The SW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/sw10_vol-1_issue-3_june2024fc35ba3a-9676-4b99-aaee-bbf40d8368a3.pdf?sfvrsn=4d8d57d5_1SW10_Vol 1_Issue 3_June2024 1
drainage, and more. SW 10th Street Connector / I-95 Interchange: Looking West Project Status The SW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/sw10_vol-1_issue-3_june2024-1.pdf?sfvrsn=7ccd750b_1SW10_Vol 1_Issue 3_June2024 2
drainage, and more. SW 10th Street Connector / I-95 Interchange: Looking West Project Status The SW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/sw10_vol-1_issue-3_june2024-2.pdf?sfvrsn=5810d09a_31050404MM62V2int
Drainage Structures shall meet the requirements of Section 6.3, Volume II of the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm62v2int.pdf?sfvrsn=a7785ddb_11050404MM82V2int
/Implemented/URLinSpecs/Section62V2.shtm. Producers of Precast Concrete Drainage Structures shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm82v2int.pdf?sfvrsn=1b82e98a_11050404MM86V2int
/programmanagement/Implemented/URLinSpecs/Section62V2.shtm. Producers of Precast Concrete Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm86v2int.pdf?sfvrsn=a08ec6ab_11050404MM92V2int
/URLinSpecs/Section62V2.shtm. Producers of Precast Concrete Drainage Structures shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm92v2int.pdf?sfvrsn=9326971f_11050404MM93V2int
Concrete Drainage Structures shall meet the requirements of Section 6.3, Volume II of the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm93v2int.pdf?sfvrsn=e63a062a_12024june-thu02-evolutionofthed6_sr972-coralwayroundabout
new drainage structures • Removing on-street parking along SW 3 Avenue north of SW 15 Road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu02-evolutionofthed6_sr972-coralwayroundabout.pdf?sfvrsn=e74d9f05_1E53F5
, drainage improvements, curb & gutter, sod, lighting, traffic signals, and signing and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/e53f5.pdf?sfvrsn=83da7d76_1Resume Rev 07-August-24 wo references
to following specialty engineering disciplines: o oEnvironmental and Drainage oTraffic and Safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/resume-rev-07-august-24-wo-references.docx?sfvrsn=f30680e8_12025FDM924SelectiveCGPlan
, railroads, bridges, drainage structures and similar items that are relevant to the proposed Selective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm924selectivecgplan.pdf?sfvrsn=faf944b0_12025FDM948UtilityWork
the location of each line. (7) Display proposed drainage systems by depicting drainpipes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm948utilitywork.pdf?sfvrsn=69528725_12025FDM225Transit
and alighting area parallel to the roadway should be the same as the roadway. For drainage purposes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm225transit.pdf?sfvrsn=164010a9_12025FDM270PlantingDesign
215. (3) Meet Department setback requirements for the following: (a) Drainage Structures and Pipes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm270plantingdesign.pdf?sfvrsn=2971573c_12025FDM105Aesthetics
in the PD&E Manual (Topic No. 650-000-001), Part 2 Chapter 5, and the FDOT Drainage Manual section 5.4.4.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm105aesthetics.pdf?sfvrsn=d94231e_1353-001
drainage, edge drain, Figure 10.2 Figure 10.3 None Clean and Seal Replace None Clean and Seal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/353-001.pdf?sfvrsn=377bfe11_1425-030
) Drainage Structure Invert 3 " Match Slope of Adjacent Barrier 1:5 for Shoulder Slope ö0.07 1:6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-030.pdf?sfvrsn=61afe529_1425-050
/ Permitted (Typ.) Construction Joint (See Index 425-001) Drainage Structure Invert DIMENSIONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-050.pdf?sfvrsn=8f556fb7_1440-001
or other drainage structures must be a minimum 6" elbows separated by at least 1' of straight 8 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/440-001.pdf?sfvrsn=89158953_1