4223 search results for drainage
Palm Beach TPA Board Meeting Presentation 12.23
❑ Roadway Capacity ❑ Safety ❑ Traffic Operations ❑ Drainage ❑ Structures ❑ Right-of-Way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/palm-beach-tpa-board-meeting-presentation-12-23.pdf?sfvrsn=ac54323b_1E6P23BidTabs
EXISTING DRAINAGE STRUCTURE 7.000 EA 1,741.55000 12,190.85 1,500.00000 10,500.00 6,040.00000, 110,840.00 0200 0448 73 PUMPING STATION- DRAINAGE 44391115201 (1.000) LS 675,000.00000 675,000.00, MODIFY EXISTING DRAINAGE STRUCTURE 7.000 EA 10,000.00000 70,000.00 Page 20 of 32 Tabulation, " AND GREATER 340.000 LF 500.00000 170,000.00 0200 0448 73 PUMPING STATION- DRAINAGE 44391115201 (1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6p23bidtabs.pdf?sfvrsn=742b5275_14-2024-ADA
, drainage , and bicyclists . Consult with District drainage staff on drainage accommodations for the curb extension during Phase I of the design. See the Drainage Design Guide and Figure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/4-2024-ada.pdf?sfvrsn=2e730c8d_1Spill Mitigation Guidelines for the Mitigation of Accidental Discharges of Motor Vehicle Fluids (Non-Cargo)
any wetland area, pond, or roadway drainage system must be addressed immediately by the responsible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/spill-mitigation-guidelines-for-the-mitigation-of-accidental-discharges-of-motor-vehicle-fluids-(non-cargo).pdf?sfvrsn=6a261d21_12024June-Fri08-ValueEngineering
epartment of Transportation 12 • Drainage Information • Typical Sections • Plan & Profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri08-valueengineering.pdf?sfvrsn=113248d6_1E8U91BidTabs
drainage improvements, lighting, signing and pavement marking, and ITS on SR 589 (Veterans Expressway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jun11/e8u91bidtabs.pdf?sfvrsn=ed7062b7_1E4W95
separator, sidewalk, driveways, asphalt (base, milling, resurfacing, friction course), drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4w95.pdf?sfvrsn=1ad05383_1E4X51
), drainage (inlet protection), signing (single-post, panel, flexible delineator), pavement markings (raised
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4x51.pdf?sfvrsn=2f189f3c_11200101int
for excavation and backfilling of structures and pipe. Material displaced by the storm sewer or drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1200101int.pdf?sfvrsn=6ce4288d_144927615202-ESTIMATES-QUANTITIES
AM Page 7 of 23 Summary of Drainage - 449276-1-52-02 Quantity Total Quantity Location Pay Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615202-estimates-quantities.pdf?sfvrsn=5b34118e_1E53F4
: The Improvements under this Contract consist of milling and resurfacing, base work, drainage improvements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/e53f4.pdf?sfvrsn=7f21f89d_1FDOTSS4SLPFRMacroPresentation
and the offset values set at 0.5 feet. • In this case for the below drainage structures the text label level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdotss4slpfrmacropresentation_0653c680-f6d6-4c99-86c4-9fce49e7941e.pdf?sfvrsn=cd8c13b6_02025FDM128FedAidCert
with appropriate design standards. Concurrence from the District Drainage Engineer is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm128fedaidcert.pdf?sfvrsn=912e803c_1E1W80
widening, median crossovers, drainage improvements, signing and pavement marking, Intelligent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1w80.pdf?sfvrsn=9c10983e_12024FDM211LAFacilities
the Roadway, Drainage and Structures designers in the development of transitions is required, . The Hydroplaning Tools can be downloaded under Design Aids at: https://www.fdot.gov/roadway/drainage, sufficient depth to provide positive drainage of the adjacent subgrades. Typically, this requires, capacity to ensure good drainage. Table 211.3.1 Minimum Median Widths Facility Type Minimum Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm211lafacilities.pdf?sfvrsn=b4f8607c_3425-031
Drainage Structure C C Non-Chamfered Grate See Note 3 Roller Bar U-Slot " Ø 2 1 4 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-031.pdf?sfvrsn=eb2664d1_1425-040
/ For C-I-P Option See DETAIL "A" For C-I-P Option See DETAIL "B" (See Index 425-001) Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-040.pdf?sfvrsn=91f5957b_1425-051
Not Shown) Elev. Location Sta./Offset/ (See Index 425-001) Drainage Structure Invert DIMENSIONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-051.pdf?sfvrsn=94efac62_1425-053
. Location Sta./Offset/ (See Index 425-001) Drainage Structure Invert SECTION E-E Reticuline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-053.pdf?sfvrsn=c7016c3b_1Owners Representative for Collier to Polk Regionally Significant Trail Corridor Scope
Soils and Foundation Handbook Electronic Field Book (EFB) User Handbook Drainage Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25147/owners-representative-for-collier-to-polk-regionally-significant-trail-corridor-scope.pdf?sfvrsn=cbaef4af_1