4223 search results for drainage
SS2870000
around and stubbing into existing or proposed drainage structures or ditch pavement; restoration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_01200000.impl
of Section 110. Material displaced by the storm sewer or drainage structure system is not included, are not available from roadway and drainage excavation, to properly construct the embankment, subgrade, . Provide normal dewatering methods including, but not limited to, constructing shallow surface drainage, , maintain adequate drainage for the roadbed at all times. Maintain a shoulder at least 3 feet wide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_0SS3460000
, TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, (b)(d) 1to5 (a)Forprecast drainage systems that are manufactured at the precast plant, . For precast box culverts and precast drainage structures, the target slump will not apply. (b, or precast drainage products require a Class III concrete, the minimum cementitious materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_06770000.impl
have a 1/8-inch per foot minimum pitch for drainage. Fill all voids between the ceiling and roof
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/6770000.impl.pdf?sfvrsn=661dae7a_01020302.impl
of temporary lane separator to be paid for will be field measure, in feet, including drainage gaps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1020302.impl.pdf?sfvrsn=47ae6751_01200000.FHWA
by the storm sewer or drainage structure system is not included in the earthwork quantities shown, of suitable material are not available from roadway and drainage excavation, to properly, shallow surface drainage trenches/ditches, using sand blankets, sumps and siphons. Whennormal, and Protection of Work. While construction is in progress, maintain adequate drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_0Workbook-114FINAL
height tables are being removed from the Design Standards and placed in the Drainage Manual. 431, cover height tables are being removed from the Design Standards and placed in the Drainage Manual. 449 PRECAST CONCRETE DRAINAGE PRODUCTS. (REV 5-20-13) (FA 6-20-13) (1-14) Changes to 449-4.1, in the Drainage Manual. 450 PRECAST PRESTRESSED CONCRETE CONSTRUCTION. (REV 9-26-12) (FA 10-26-12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114final.pdf?sfvrsn=c03ec928_0Workbook-114REDLINE
in the Drainage Manual. 431 PIPE LINER. (REV 9-13-12) (FA 11-5-12) (7-13) Changes to 431-7. SS4310700 All, in the Drainage Manual. 449 PRECAST CONCRETE DRAINAGE PRODUCTS. (REV 5-20-13) (FA 6-20-13) (1-14, Standards and placed in the Drainage Manual. 450 PRECAST PRESTRESSED CONCRETE CONSTRUCTION. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114redline.pdf?sfvrsn=36d4202_0BDF2014
drainage canals or ditches. All populations are taken from the United States Census Bureau, in 2010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/co-gis/countymaps/newformat/bdf2014.pdf?sfvrsn=3631f3c9_61450300int
facing and drainage material, which will be covered in a single day’s’ production. Do not operate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/1450300int.pdf?sfvrsn=5b61dc33_1E4Y17-R0AttachmentVSpillMitigationGuidelines
that are delivered . Vehicle fluid spills that enter any wetland area, pond, or roadway drainage system must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4y17/e4y17-r0attachmentvspillmitigationguidelines.pdf?sfvrsn=6d251c6_15500200int
drainage) and cut down knolls and ridges. Provide a substantial and permanent foundation for the fence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5500200int.pdf?sfvrsn=ee4af3a5_144788715201-ESTIMATES-QUANTITIES
... ... ... 5/9/2025 10:49:06 AM Page 9 of 30 Summary of Drainage Quantity Total Quantity Location Pay Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44788715201-estimates-quantities.pdf?sfvrsn=5fa0679b_113_Public_Transit_Redlines
, be the same as the roadway. For water drainage, a maximum slope of 2% perpendicular to the roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/13_public_transit_redlines.pdf?sfvrsn=9fa32b7e_513_Public_Transit_Rulemaking
as the roadway. For water drainage, a maximum slope of 2% perpendicular to the roadway is allowed. Benches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/13_public_transit_rulemaking.pdf?sfvrsn=2e193bf7_11450300ind
facing and drainage material, which will be covered in a single day’s’ production. Do not operate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/1450300ind.pdf?sfvrsn=723c41f5_1D4-09-05-25BSN
TREASURE COAST SWEEPING 42311097201(*) DIST/ST-WIDE 21 E4Y23-R0 BROWARD COUNTY DRAINAGE 44104247201, /splice box, drainage (inlets, pipe culvert), manholes (partial, full, adjustment), utilities, :04 Counties: BROWARD Road Name: BROWARD COUNTY DRAINAGE Limits: Midpoint Project(s): 44104247201, drainage repairs, installation and maintenance activities along various roadways in Broward County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/d4-09-05-25bsn.pdf?sfvrsn=267401cd_15500200ind
drainage) and cut down knolls and ridges. Provide a substantial and permanent foundation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5500200ind.pdf?sfvrsn=59f1cb38_119-08-Godfrey-TampaBayNextProgram
7/1/2025 1 Ta mpa Bay Next Program How Effective Engagement Leads to Delivering Impactful Projects Kirk Bogen, P.E. I Environmental Management Engineer Mary Lou Godfrey, P.E. I Ta m p a Bay Next Program Manager Austin Petersen P.E. I Interstate/CCEI Resident Engineer 2 Introductions Kirk Bogen, P. E. Environmental Management Engineer Kirk began his career with FDOT in 1987 as a drainage engineer in District 2 and worked in Districts 1 and 7. He has been part of the PD&E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-08-godfrey-tampabaynextprogram.pdf?sfvrsn=6beebb74_119-08-LewisMUTCDUpdates
Current Manuals/Bulletins Release 15 FDM • Roadway design standards • Drainage design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-08-lewismutcdupdates.pdf?sfvrsn=c6ebfdf8_1