4500 search results for fla

430-021

Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, Nuts (2 Req.) Flat Washer (1 Req.) " Min. 2 1 1 (See Note 9) " Std. 2 1 6 " 2 1 1, ; burning not permitted. 7. Place flat washers on inside wall of pipe. 6. Place the anchors

430-021

Concrete Pipe d Normal Slope Flattened Slope Cross Drain Mitered End Section Length, 1 " x 2 1 2 " Steel Bar (Bell & Spigot) 4 1 " x 2 1 2 " 2 1 Hex Nuts (2 Req.) Flat, . 7. Place flat washers on inside wall of pipe. 6. Place the anchors in the outside crest

fdot-bdv24-977-23-rpt

sequence similarity of the 5’ and 3’ intronic sequence flanking exon 2 region. We found several regions

D005011m.do

With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted

D005011m.do

With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted

SIS_CFP_2035-2050_PDC

3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd. I-595 3939, M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH 25,818 2,663 4,301, VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost Feasible Plan FY

2024_SISCFP _ April - Final Build - PDC

/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, SR 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost

2024_SISCFP _ April - Final Build - PDC 10.30.24

/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost

2024_SISCFP _ April - Final Build - YOE 08.15.25

at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd. I-595 3939 at University Dr, -INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH 25,818 2,663 4,301 0 196, FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost Feasible Plan FY 2034/2035 - FY

SIS_CFP_2035-2050_PDC_b

at NW/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo, I-595 at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M, Turnpike SR 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD, Coast Parkway Flagler / St. Johns County Line 0 A2-8 0 0 3,500 2,500 0 4014 I-95 Truck Parking Indian River / Brevard County Line Flagler / St. Johns County Line 0 PLAN 0 0 2,500 3,500 4,945 3443 SR

District 1 DTWP 2026-2030

450671-1 - SR 25 (US 27) AT FLAGPOLE RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code

F5007Advertisement

alarm/(suppression in areas if needed, flammable storage) • Steel bollards painted safety yellow

FMPP_Presentation_05052025

, SCRAP, GAA, DETF and FJGG Federal funding sources include: LAP, FHWA ER, BIP, FLAP, HSIP, RTS

SS4000100

the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor

SS4000100

the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor

4600402.FHWA

on the splice plate. Placethe mark on top or bottom flange splice plates, on the right or left end, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down, on the girder flange opposite the mark on the splice plate. Markgirdersandbeams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark diaphragms

2022 BOE Manual

(effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work. See Chapter 2, Specification Flags on Pay Items Several letters or “flags” are used on the Master Pay Item list to indicate when a non- standard specification and/or Plan detail is likely needed. Flags are listed, Guidance: Specification flag(s) may depend on multiple factors, as described in the BOE details, , and/or dimensions, this flag is used to identify pay items with additional information required, per

fdot-bdv30-977-31-rpt

BDV30 977-31 - Vulnerable Populations_Final Report-August2022-AbdelRazig (1)

649-031

' ¡ Pole Connection Plate Face of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base Diameters 'FB', 'FF', 'UC' - Tip Diameters Center of Arm or Pole, . Plate Pole and Hole (Typ.) 4" Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius, i n . M i n . Measured Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters, Mast Center To Flat Inside Radius Measured Connection Plates (Typ.) Offset to Avoid Side 4" Ø