4220 search results for drainage
Requalification Schedule & Requirements
Dowels 2-Year On-line Requalification 425001 DEV - Leaf Gutter Filter for Drainage Inlets, Retractable, 425008 Yard Drain, Shallow Ditch Drain 2-Year On-line Requalification 425009Producer - Drainage Castings 2-Year On-line Requalification 425010Producer - Precast Drainage Structures 2-Year, for Drainage Structures 2-Year On-line Requalification 430005 Chemical Grouting (Sealing Joints, Requalification 430007 Coupling Band for Drainage Structures 2-Year On-line Requalification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/ipl/files/requalification-schedule-requirements.pdf?sfvrsn=8d216c77_16444634-1_SR72_PSR_Final
be replaced by a closed drainage system with curb and gutter. To reduce the right-of-way needs, ........................................................................................... 9 5.0 EXISTING DRAINAGE CONDITIONS, .........................................................................................................14 6.0 PROPOSED DRAINAGE CONDITIONS, ....................................................................................................................... 11 Table 3: Summary of Existing Drainage Basins, roadside stormwater ditches will be replaced by a closed drainage system with curb and gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_psr_final.pdf?sfvrsn=cb5800a8_12023FloridaGreenbook
Chapter 20 Drainage Topic # 625-000-015 2023 Manual of Uniform Minimum Standards for Design, Poole, P.E. District Drainage Design Engineer FDOT – District 4 David Cerlanek, P.E., P.T.O.E., Hildoer, P.E., ENV SP Stormwater Drainage Design Section Miami-Dade Department of Transportation, of Transportation and Public Works Liza Herrera, P.E., ENV SP Stormwater Drainage Design Section Miami-Dade, Catherine (Katey) Earp, P.E. Drainage Design Engineer FDOT - Central Office Mary Anne Koos, CPM Special
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023/2023floridagreenbook.pdf?sfvrsn=2840266a_12024FDM921TTCP
• Temporary or permanent drainage work • Disposition of existing sign installations (e.g., guide signs, . Also display and label required temporary drainage in the TTCP Plan sheet. Include critical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm921ttcp.pdf?sfvrsn=64c75a94_12024FDM944LandscapePlans
, bridges, drainage structures, and other similar items that are relevant to the planting design, (d) Setbacks from structural elements or drainage system (4) Mowing Limits (5) Installation of tree
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm944landscapeplans.pdf?sfvrsn=bc392161_1E3X22BidTab
-graded to +/- 3 inches of the original flow line to create a free and unobstructed flow of drainage, projection along the ditch bottom between the invert elevations of immediately adjacent drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/sep14/e3x22bidtab.pdf?sfvrsn=dec34764_1639-001
For Drainage (Typ.) Or Crushed Stone 12" Bed Of Pearock For Drainage (Typ.) Or Crushed Stone 12" Bed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/639-001.pdf?sfvrsn=51ba8ddf_1715-001
" bed of Pearock or crushed stone for drainage PVC Conduit PVC Conduit Pole Ground Conductor SPD Ground Conductor Surge Protective Device (SPD) Equipment Ground Conductor for drainage. crushed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-001.pdf?sfvrsn=85223278_1SPI-102-200
. Establish temporary bridge length to accommodate project geometric needs, environmental permits, drainage, no opposing traffic; however, a curb may be required due to drainage needs. An Index 300, Type D Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-200.pdf?sfvrsn=e52162b0_1SPI-460-477
having no opposing traffic; however, a Curb may be required due to drainage needs. An Index, and details of any existing utilities, conduits, drainage structures, sign structures and luminaire supports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-477.pdf?sfvrsn=2b7294e7_12023 WP Project Summary_D4 10-06-23
Turnpike Mainline / SR 91 Drainage Improvements from North of L-38 Canal to North of Atlantic Avenue, $148,600,000 Drainage Improvements along the Turnpike Mainline / SR 91 from North of Atlantic Avenue / SR, consist of stabilizing the Lake Worth Drainage District E-2W canal bank to support the future, drainage improvements, noise walls in qualifying areas, and interchange improvements at Southern Boulevard, , stormwater drainage improvements, noise walls in qualifying areas, and interchange improvements at Jog
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d4-10-06-23.pdf?sfvrsn=eb5bdeff_12023 WP Project Summary_D4 10-06-23 (2)
Turnpike Mainline / SR 91 Drainage Improvements from North of L-38 Canal to North of Atlantic Avenue, $148,600,000 Drainage Improvements along the Turnpike Mainline / SR 91 from North of Atlantic Avenue / SR, consist of stabilizing the Lake Worth Drainage District E-2W canal bank to support the future, drainage improvements, noise walls in qualifying areas, and interchange improvements at Southern Boulevard, , stormwater drainage improvements, noise walls in qualifying areas, and interchange improvements at Jog
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d4-10-06-23-(2).pdf?sfvrsn=d1072626_12024FDM921TTCP
signs and traffic control devices • Temporary or permanent drainage work • Disposition of existing, temporary drainage in the TTCP Plan sheet. Include critical sectional views as discussed in FDM 921.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm921ttcp.pdf?sfvrsn=726f0c49_1SPI-102-200e
. Establish temporary bridge length to accommodate project geometric needs, environmental permits, drainage, no opposing traffic; however, a curb may be required due to drainage needs. An Index 300, Type D Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-102-200e.pdf?sfvrsn=485f3a7_1451270 Technical POP Memo
projects within the same limits (such as safety, sidewalk or drainage projects): Potential Goes, – Drainage, Sewer, Water; TECO – Gas 13. Posted/Design Speed Limits: Design Speed: 50 mph MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270-technical-pop-memo.pdf?sfvrsn=bb158d_1Community Awareness Plan (CAP) TEMPLATE - Updated May 2024
, replacing signing in poor condition, new pavement markings, replacing/relocating drainage structures within the crosswalk / bike lanes and installing new drainage structure within a swale. SR A1A (Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4/kbfiles/community-awareness-plan-(cap)-template---updated-may-2024.docx?sfvrsn=76afca6e_1SPI-521-002
needs and locations of piers, pier footings, utilities, drainage structures, etc. as shown. Footing, ) and footings adjacent to bridge piers, columns or footings, drainage structures, utilities, etc. Prepare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-002.pdf?sfvrsn=4299f404_2D635-005
SPLICE VAULT 05/28/24 areas, place the structure's top above the drainage feature elevation. splice vaults are placed within drainage, water treatment, or water conveyance elevations above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/d635-005.pdf?sfvrsn=60a6b8f6_3CR557_90%_Roadway_Design_Documentation
Roadway Design CR 557 Widening ( Buena Vista Drive ) Polk County, Florida District 1 February 2023 SUBMITTED BY: Dewberry 800 North Magnolia Avenue Suite 1000 Orlando, Florida 32803 407.843.5120 SUBMITTED TO: Polk County Roads and Drainage Division 3000 Sheffield Road Winter Haven, FL 33880 863.535.2200 Design Notebook CR 557 (Buena Vista Drive) Widening Polk County, Florida Contract Prepared For Polk County Roads and Drainage Division District 1 Prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/cr557_90-_roadway_design_documentation.pdf?sfvrsn=5b10caa6_12024June-Thu02-SeparatedBicycleLanes
Stops • Trash Pick-up • Delivery & Drop-off/Pick-up • Drainage • Intersections • Contra-flow, & Drop-off/Pick-up • Drainage • Intersections • Contra-flow movements Challenges & Other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu02-separatedbicyclelanes.pdf?sfvrsn=57b0fe1_1