4223 search results for drainage

Pt2Ch20-073124_clean

. Coordination should also include District staff such as the District Drainage Engineer, Permit, of design and the expected inclusion of subsurface activities (e.g., drainage structures, mast arms, when contamination involvement can be avoided with minor design changes; for example, moving drainage, are not impacted by or exacerbate, contamination issues. Additionally, drainage easements should be evaluated

Meeting Package September 2024 - Advisory Committee

such as width, side slopes, horizontal and vertical alignment, drainage, accessibility, and intersection, and pedestrian facilities. • Adequate space for drainage facilities should be provided. Open drainage facilities should be located well clear of the traveled way. • Right of way and setback, , shade trees, buffer zones, drainage facilities, and future expansion is necessary to develop, and clear zone • Provisions for drainage E.5 Contracts and Agreements Where land purchase

April Meeting Package

recalled challenges with CCTV placement and drainage in parking lots. Ms. Morris proposed

444634-1_SR72_CRAS_Redacted Version

. In addition, the linear resource (8SO03214) is a common example of drainage ditches found, ................................................................................................................... 2 -6 Photo 2.24. Dried drainage ditch running through northwest corner, -3 Photo 5.12. Hawkins Drainage Ditch (8SO03214), looking southeast, of Sandhill Lake Drive/Preservation Drive. An open drainage system is provided via the grass, ), street lighting, and drainage culverts along the ROW and at roundabout corners. During the time

Surveying-and-Mapping-Handbook

) ..............................................................................................................26 3.7.2. DRAINAGE SURVEYS, 19. DRAINAGE BASIN (28.17

441700-1.Cove Rd from SR-76_Kanner Hwy to SR-5_US-1 GeoReport

, is 20 to 30 inches. The natural drainage class is poorly drained. Water movement in the most, layer is greater than 60 inches. The natural drainage class is poorly drained. Water movement, . The natural drainage class is poorly drained. Water movement in the most restrictive layer, than 60 inches. The natural drainage class is poorly drained. Water movement in the most restrictive, to a root restrictive layer, ortstein, is 30 to 50 inches. The natural drainage class is very poorly

E8W13Addenda001

REMOVE EXISTING WOOD SIGHT TRIANGLE (TYP.) 15' DRAINAGE OFFSET 18' OFFSET 18' OFFSET 10' OFFSET LIGHTING CONDUIT 15' DRAINAGE OFFSET EDGE OF PAVEMENT SEE INSERT A INSERT A SUB AREA (0.19 AC, ( A e c c L a n d 1 3 0 ) SIGHT TRIANGLE (TYP.) 15' DRAINAGE OFFSET 18' OFFSET 18, ' LIGHTING 7' UTILITIES OFFSET 15' DRAINAGE OFFSET EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE, UNDERGROUND DRAINAGE PIPING ARE ASSUMED AND APPROXIMATIONS FROM AS-BUILT PLANS OF SR 9/I-95 IN 2011

TWO8_SR 856 Lehman Causeway Technical Memorandum 4.1.24_FINAL

Part2_073124_clean

-foot bicycle lanes in both directions. Additionally, the project widens the bridge over Any Drainage, condition, inadequate drainage, and inadequate SIS roadway design standards. For bridges

PublicHearing_MIAMI_DADE COUNTY_Summary

RStructures

SHEET INDEX 2 2 400-010 CANTILEVER RETAINING WALL (C-I-P) 11/01/23 of Wall Front Face drainage, to prevent fill from washing out. in accordance with Specification 514 around the free drainage. Provide, or rectangular precast drainage structures, use either deformed or smooth WWR meeting 2. Include "Adjustable, DETAILS FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e G e, Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage

RStructures

SHEET INDEX 2 2 400-010 CANTILEVER RETAINING WALL (C-I-P) 11/01/23 of Wall Front Face drainage, to prevent fill from washing out. in accordance with Specification 514 around the free drainage. Provide, or rectangular precast drainage structures, use either deformed or smooth WWR meeting 2. Include "Adjustable, DETAILS FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e G e, Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage

RStructures

drainage requirement See Roadway Plans for of Wall Front Face Plastic sleeve of Wall Front Face, . Section 985) geotextile fabric, around the drainage. Place Type D-3 (see Specification stone, must be continuous around the box and lapped in 3. For square or rectangular precast drainage, ) Identification Letter Type I 2" Raised or Depressed 8 1 425-001 SUPPLEMENTARY DETAILS FOR DRAINAGE, Temporary Drains, and Pipe to Structure Filter Fabric Wrap Drainage Structure Invert, Sump Bottom

RStructures

) See Plans for Drainage Front Face of Wall Front Face and Back Face of Wall. and Extend ½" Beyond, Allow Free Drainage. Provide and Install Type Broken Stone or Gravel, Graded and Placed to Install, or rectangular precast drainage structures, use either deformed or smooth WWR meeting 2. Include, SUPPLEMENTARY DETAILS FOR DRAINAGE STRUCTURES 11/01/23 FDOT SEWER STORM STORM FDOT SEWER ( S e e, Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage

2024 ER FLDiv FAQ update

operations. The debris may be located within the cut and fill slopes, drainage ditches, and clear, the full functioning of the pavement, drainage ditches, and structures. It also includes the clear zone, , or the ROW limits, whichever is less. Debris in drainage ditches beyond the limits presented above may be eligible for first pass removal to enable proper functioning of the drainage system. Consult

F4009Addendum003

with weights. C. Provide for surface drainage from sheeting to existing drainage facilities. D, of 1.0 inch and maximum of 3.0 inches from each other to allow for drainage. 1. If installation

Historical Item Averages Statewide 6 Months

, PARTIAL 0425 3 43 1 $4,900.00 $9,800.00 2.000 EA N JUNCTION BOX, DRAINAGE, P-7, PARTIAL 0425 4 4, $2,291.04 2.000 EA N DRAINAGE STRUCTURES, MISCELLANEOUS, ADJUST 0425 11 2 $1,536.84 $29,200.00 19.000 EA N MODIFY EXISTING DRAINAGE STRUCTURE 0425 82 1 $1,682.04 $3,364.08 2.000 EA N REPLACE GRATE, $5,000.00 $10,000.00 2.000 EA N SPECIAL DRAINAGE STRUCTURE, TOLL SITE DRY WELL AND ACCESSORIES 0430, DRAINAGE WICKS 0443 70 3 1 $257.89 $177,428.32 688.000 LF N FRENCH DRAIN, 18" 0443 70 4 4 $283.99

FDOT-D4_SW10th_IndustryForum_Presentation_20230817

SW 10TH STREET CONNECTOR 17 I-95 Drainage System • Stormwater Management Fa c i l ities o, Stand-Alone Landscape Project(s) SW 10TH STREET CONNECTOR 18 August 1, 2023 I-95 Drainage System, % Roadway, Drainage, Te m p o r a ry Tr a f fic Control, Structures/Aesthetics, Utilities (including

2024FDM904LandOppPlan

, and final at Phase IV. Coordinate with other disciplines (e.g., Roadway, Utility, Drainage, jurisdictional lines • Drainage retention areas • Utilities • Outdoor advertising view zones The Landscape, ) 4' (3) Structures Drainage 10' 5' 15' Facilities Stormwater Dry 0' Facilities and Wet

441692-1_CR 510_Alternatives Public Workshop_2024-02-27_Presentation

SAFETY MULTIMODAL ISSUES WATER QUALITY/DRAINAGE TRANSPORTATION PLANS COMPATIBILITY CONSTRUCTION, . WATER QUALITY/DRAINAGE Larger area of impervious cover requires largest amount of stormwater, impactsMinimal impacts WATER QUALITY/DRAINAGE Larger area of impervious cover requires largest amount