4643 search results for fla

521-483

be burned off 1" below existing concrete and grouted over. and finish flat by grouting or grinding, Portion of Vertical Face Retrofit Face Retrofit Railing Begin Flared portion of Vertical (See, only) " Spacing ƀ Dowel Bars 6D @ 7 FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3, of Existing End Bent Wing Wall) Direction of Traffic Existing Flared Wing Wall B B PARTIAL

521-481

off 1" below existing adjoining areas and finish flat by grouting or grinding as required. Exposed, Note 1) Retrofit Railing (if present) and Vertical Face Retrofit Railing Begin Flared Portion, ) Dowel Bars 6D @ 1'-3" Spacing Bend) (Typ.) Bars 5S (Field Wing Wall Existing Flared Slab (Location, FLARED WING WALLS RAILING END TREATMENT FOR SCHEME 3 (Railing Reinforcing and Expansion Dowel

RStructures

2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3, " 4 1 " 2 1 L - 4 ' - 2 " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR DETAILS 8" 3 " " 4 1 2 " 4 1 4 " 4 3 3 8 " " Dia, (Symmetrical About the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE

RStructures

2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3, " 4 1 " 2 1 L - 4 ' - 2 " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR DETAILS 8" 3 " " 4 1 2 " 4 1 4 " 4 3 3 8 " " Dia, (Symmetrical About the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE

RStructures

) " 2 1 2" x FLAT L See Note 1 GRATE QUANTITIES TABLE 3 NOTES: 2. See Section B-B for dimension, " " Dia. Bolt Hole (Typ.) 8 7 Bars C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR, the ¡) or Flatter 2 1 Sod Slopes 1: 1 4 3 425-060 BACK OF SIDEWALK DRAINAGE 10/01/20 C (CY) (CY) 15

RStructures

(4.5 lb/ft) " 4 1 "x 2 1 3"x 2 ANGLE (3.4 lb/ft) " 2 1 2" x FLAT L See Note 1, C (Flat) Bars A (Channel) Bar B (Angle) See DETAIL "A" Bar B (Angle) Bars A (Channel) Bars C (Flat) Bars A (Channel) Bars C (Flat) GRATE SEAT AND ANCHOR DETAILS 8" 3 " " 4 1 2 " 4 1

1-22 FHWA Memos

Martin Co_Monterey Rd ConceptDev_Appendix

during the study month for a congested TMC, flag it as construction-affected. Figure 7 shows a location, , flag it as programmed. 4.) Manual Screening – Upon site review, determine if characteristics, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3, . "*" Locations flagged in the screening process due to 1) limited data availability, 2) dense urban settings, flagged in the screening process due to 1) limited data availability, 2) dense urban settings, or 3

FDOT Standard Operating Guidelines for UAS_6-30-23

-flagged and taken out of service. The damage/defect should be documented and reported to the UAS, and can pose a safety hazard because they, unlike other rechargeable batteries, contain a flammable, area, and away from flammable materials. Do not store the battery or aircraft in a hot garage, car, , then place it in a safe, open area away from flammable materials to observe it for at least 15 minutes

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

SCI Smart Cushion - NCHRP350 - Manual

)........................................................................... J Concrete Block, 30 Inch (762 mm), Flared, o n c r e t e B lock, 36 Inch (915mm) , Flared, that provide a flat outer redirective surface for side impacts. The sled provides redirective support, , and are designed for work zone and permanent applications. Foundations Foundations must be a flat surface, and will extend our installation length 53 inches • Transition - Concrete Block, 30 Inch, Flared

447435 Technical Scope_Final

, CATV; FPL – Gas; Fla Gas Trans – Gas; Gulfstream – Natural Gas; Frontier – CATV, Comm Lines, (23) existing flared concrete driveway turnouts that vary in width and location and should

7060000.impl

applied bituminous adhesive. Do not use direct flame melting units with flexible adhesives

9730000.origind

profiles located on bridge and overhead sign structures shall meet a flame spread index of Class B

715-002IntReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

715-002IndReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

715-002FHWAReviewPkg

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

715-002FHWAApproved

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

ST JOHNS COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE

Highways 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING Phase, 433126-3 $4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work, - NORTHEAST FLA REG APT WEST AIRFIELD EXPANSION STUDY PFL0014801 Type of Work: AVIATION PRESERVATION