4223 search results for drainage

2025FDM260BridgeStruct

safety, enhance drainage, reduce maintenance, and improve appearance. Typical paving under bridges, for more information. Drainage: The minimum vertical clearance between the design flood stage, to the Drainage Manual, Section 4.9.5 . Information on the Normal High Water, control water elevation, or Mean High Water can be obtained from the appropriate Drainage Design Engineer. Widening of existing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm260bridgestruct.pdf?sfvrsn=9ce164a2_1

2025FDM215RoadsideSafety

horizontal alignment, superelevation, vertical alignment, drainage design, sight distance, lane widths, of Auxiliary Lane Outside Clear Zone RRR Projects: 1.5 feet 4.0 feet Drainage Structures (e.g., wingwalls, endwalls, flared end sections) Refer to the FDOT Drainage Manual Mailboxes Locate, not exceed 35 feet. Coordinate with the District Drainage, Maintenance, and Landscape Architect’s, for requirements. 215.2.7 Drainage Features Drainage features are often necessary in close proximity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_1

2025FDM211LAFacilities

between the Roadway, Drainage and Structures designers in the development of transitions is required, ://www.fdot.gov/roadway/drainage/hydroplaning Table 211.2.4 Hydroplaning Prediction Tool Requirements, sufficient depth to provide positive drainage of the adjacent subgrades. Typically, this requires, capacity to ensure good drainage. January 1, 2025 12 Topic #625-000-002 FDOT Design Manual 211

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm211lafacilities.pdf?sfvrsn=b23b1f03_1

2025FDM919LatDitch

, and tie to the baseline alignment of construction. Display drainage pipes, inlets, manholes, box

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm919latditch.pdf?sfvrsn=170403d2_2

SPI-400-091

and to redirect or collect runoff from the bridge and approach slab onto suitable roadway or into drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-091.pdf?sfvrsn=3f08e47f_2

2025FDM908SRCCW

) R/W limits (3) Limits of construction activities (4) Overland flow drainage patterns (5) Areas

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm908srccw.pdf?sfvrsn=a2bafc2a_3

E1X59-R0

0425- 11- MODIFY EXISTING DRAINAGE STRUCTURE EA 1.000 0425- 15- 41 INLET TOP, REPAIR, CURB INLET EA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/e1x59-r0.pdf?sfvrsn=c5e7c270_1

MSCOP Flyer-2024

, addressing road-related drainage improvements, resurfacing or reconstructing local roads

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/mscop-flyer-2024.pdf?sfvrsn=d614c2fd_1

E8V77

injections for the existing Turnpike Mainline (SR 91) bridge crossing over the Lake Worth Drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/e8v77.pdf?sfvrsn=ca2a937_1

review-admin

08 10-1-2008 Earthwork Items and Related Operations Review Chapter 07 6-12-2007 Drainage, Erosion

https://www.fdot.gov/construction/manuals/finalest/review-admin/review-admin

E3X37

. The mainline will be resurfaced throughout the project limits. A curb and gutter closed drainage

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3x37.pdf?sfvrsn=8929f8a9_1

D5-26-02

, Construction, Drainage Existing Work No existing work or works in progress were identified Keywords Used

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/d5-26-02.pdf?sfvrsn=936eb6bf_1

OOD25-01

Engineers, District Drainage Engineers, District Materials Engineers, District Specifications Engineers

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood25-01.pdf?sfvrsn=2bd3bcaf_2

E21O3

, temporary work structure, drainage improvements, scour countermeasures (gabion mats), guardrail

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21o3.pdf?sfvrsn=8daaf2ce_1

SPM4310000-724-i19418

 PIPE LINER (REV 2-27-20) (FY 2024-25) Section 431 is deleted and the following substituted: SECTION 431 PIPE LINER 431-1 Description. Rehabilitate drainage pipe by installing a pipe liner in accordance with the requirements of this Section. The Contract Documents will indicate the location of the pipe to be rehabilitated, the material composition and the alternate liner types that may be used to rehabilitate the pipe, and the alternative methods of liner installation. 431-2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm4310000-724-i19418.pdf?sfvrsn=f1975f72_1
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