2414 search results for fla

Standard Plans - FY 2024-25 CADD (DGN - CEL)

264 430-020 DGN Flared End Section 270 430-021 DGN Cross Drain Mitered End, Warnings and Sidewalk Curb Ramps 304 522-003 DGN Concrete Flared Driveways, Control Signal Installation Details 17764 654-001 DGN Rectangular Rapid Flashing Beacon

2025-02-20-ADA-FAQ-update

Spec 527. 4.8 Are DWS required at residential driveways? What about flared commercial driveways with significant traffic volumes? DWS should not be placed where sidewalk intersects urban flared, ) or rectangular rapid-flashing beacons (RRFBs) should be considered in addition to the common

Right of Way Property Leases_10 6

broker is used, payment terms shall be established in advance. The district may choose to pay on a flat, . Manufacturing or storing flammable, explosive, or hazardous material on the right of way or under bridge

PI Handbook_October2023

4620702-724IMPL

ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage from concrete, from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do not cut tendon to final

649-020

Shaft Length is based on level ground (flatter 1. Shaft Length is based on 1'-0" height above, Plate Dia. Bolt Circle Dia. (See Table) Equally Spaced Anchor Bolts Center to Flat Measured, . (Typ.) Seam Weld (See Pole Notes) Wall Thickness Tip Dia. or Base Dia. Measured Flat to Flat

649-020

Shaft Length is based on level ground (flatter 1. Shaft Length is based on 1'-0" height above, . Base Plate Dia. Bolt Circle Dia. (See Table) Equally Spaced Anchor Bolts Center to Flat, (Typ.) Seam Weld (See Pole Notes) T Tip Dia. or Base Dia. Measured Flat to Flat Leveling Nut

430-021

Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, " x 2 1 2 " Steel Bar (Bell & Spigot) 4 1 " x 2 1 2 " 2 1 Hex Nuts (2 Req.) Flat, . Place flat washers on inside wall of pipe. 6. Place the anchors in the outside crest

43046615201-specs-supp01

be verified on any electronic copies. Prepared by: IrisWaters, P.E. Date: November 21, 2016 Fla. License

43046615201-SPECS-SUPP01

be verified on any electronic copies. Prepared by: IrisWaters, P.E. Date: November 21, 2016 Fla. License

44965615201-PLANS-01-ROADWAY-VERIFIEDUTILITIES

TRENCH DUG AND SCAN, NO UTILITY FOUND TH 7 FLA PUBLIC UTILITIES CO, BURIED GAS 4" PEP 712+82.64

WHAT THEY ARE SAYING Official Construction Start Dates Announced for Governor DeSantis Moving Florida Forward Infrastructure Initiative Projects

Florida Forward Infrastructure Initiative Projects TALLAHASSEE, Fla. – Last week, Lieutenant

fdot-bdv29-977-66-rpt

 Technical Memorandum FDOT Master University Agreement BDV29-977-66 Assessment of the Mobility Energy Productivity (MEP) Metric for Transportation Applications in Florida Deliverable 6 –Final Report Prepared For Transit Office Florida Department of Transportation Prepared By Xia Jin, Daniel Frolich, Md Nizamul Mojumder Florida International University 10555 E Flagler St., EC 3603, Florida International University 10555 W. Flagler Street Miami, Florida 33174 10. Work Unit

4620702-724FHWA

for round plastic ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage, to 1-1/2 inches away from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do not cut, for steel pipes, 24 inches for round plastic ducts, and 12 inches for flat ducts to prevent movement, saw or plasma torch within 3/4 inches to 1-1/2 inches away from the anchorage. 2. Flame cutting

E21G0-R0

- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 3.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH, FLARED END SECT) EA 2.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 2.000

E21U0-R0

- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 3.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE) (PARALLEL) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED, FLARED END SECT) EA 2.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 2.000

521-660

4F4 (pairs) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain, lines) Bridge Deck Reinforcing) (Typ.) to clear Traffic Railing, Flat Slab or Bars 4F4 (pairs) (Shift as required shown for clarity) Slab (Reinforcing not Bridge Deck or Flat Reinforcing

CR557_90%_Drainage_Design_Documentation

wider than any culvert it serves. Side slopes of outfall ditches shall be 2:1 or flatter, unless, flat. Existing ground elevations vary between elevations 134 feet near I-4 to 174 feet near the CSX

44737915201-PLANS-01-ROADWAY (1)

GROUND 4" VARIES 2'-10' WIDENING 5' SOD TYPE F CURB OWNER, NOT FLATTER THAN 1:6 1:2

FONSI BCR South_Final_9_5_2024

design. Parking Alternative 1: Parking Alternative 1 is located between SW 1st Avenue and Flagler, or new traffic signals, highway-rail grade crossings modifications including new flashers and gates