4070 search results for fla

9930000.origind

in the Design Standards or Plans. Steel posts shall be 2.5 lb/ft. flanged U-Channel. The U-channel posts

fdot-bdv31-977-116-rpt

Historical Item Averages Statewide 6 Months

, 99" OR GREATER , STORM AND CROSS DRAIN 0430200 25 1 $9,200.00 $27,600.00 3.000 EA N FLARED END SECTION, CONCRETE, 18" 0430200 40 1 $11,000.00 $11,000.00 1.000 EA N FLARED END SECTION, CONCRETE, FILLING AND PLUGGING- PLACE OUT OF SERVICE 0430880 01 1 $8,400.00 $8,400.00 1.000 EA N FLAP GATES, 0-24" 0430880 03 1 $93,100.00 $93,100.00 1.000 EA N FLAP GATES, 37-48" 0430886 18 1 $4,500.00

Historical Item Averages Statewide 12 Months

" OR GREATER , STORM AND CROSS DRAIN 0430200 25 1 $9,200.00 $27,600.00 3.000 EA N FLARED END SECTION, CONCRETE, 18" 0430200 40 1 $11,000.00 $11,000.00 1.000 EA N FLARED END SECTION, CONCRETE, 42, $8,400.00 $8,400.00 1.000 EA N FLAP GATES, 0-24" 0430880 03 1 $93,100.00 $93,100.00 1.000 EA N FLAP GATES, 37-48" 0430886 18 1 $4,500.00 $9,000.00 2.000 EA N MANATEE GRATE FOR 18" PIPE, UNHINGED

App E Advanced Notification

thoroughwort Carte R's mustard Carter's small-flowered flax Crenulate lead-plant Deltoid spurge, semaphore cactus Four-petal pawpaw Garber's spurge Okeechobee gourd Pineland sandmat Sand flax

20240701_210265-9_SRA1A_78040

Geo, Inc. 07/01/24 Page Mainline Inside: N/A State Road No.: SR A1A Flagler C/L Shoulder: Project, and Condition Data Cored By: CSI Geo, Inc. 07/01/24 Page Inside: N/A State Road No.: SR A1A Flagler C, Data Cored By: CSI Geo, Inc. 07/01/24 Page N/A State Road No.: SR A1A From: Flagler C/L Shoulder

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

E59C0BidTabs

Order: Letting: District: 002 Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, Financial Project No.: 444100-1-72-16 Fiscal Year: 2025 Counties: Districtwide (Volusia, Flagler, Brevard, CALENDAR DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE

Community Transportation Coordinators

Flagler Organization Name Website Address Contact Info Find a Ride Flagler County Board, Commissioners Flagler County Mike Dickson 386-313-4191 mdickson@flaglercounty.org 386-313-4185

E4X31

), signalization (mast arms, pedestals, rectangular rapid flashing beacons, conduit, cable, pull box, flexible, CROSSWALK: REC RAPID FLASHING BEACON, FURNISH/INSTALL- SOLAR, SIGN ASSEMBLY- BACK-BACK ACCESSIBLE DETECTOR AS 2.000 0654- 2- 60 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, REMOVE COMPLETE SIGN

TEO-26-04

group. 8. Flashing Arrow Test: Verify the device can be configured and correctly performs flashing, settings including signal timings, detector functionality, coordination/schedule functionality, flashing

5610200 FHWA

, and lower and upper explosive limits, flash point, boiling point, amount of volatile organic compounds, limits for all components, and lower and upper explosive limits, flash point, boiling point, amount

4300201-724FHWA

files via digital media (DVD, flash drive, or other) or by online digital distribution with a minimum, media (DVD, flash drive, or other) or by online digital distribution with a minimum standard

Quadguard II - NCHRP350 - Manual

lays flat against the Fender Panel as shown in Figure 26b. Standoff on Mushroom Washer must, 33a Fastener Assembly Detail 33b Steel Nose not shown for Clarity 5/8” FLAT WASHER 5/8” X 1 1/4, to each other using 5/8” x 2” hex bolt, 5/8” x 1 3/4" flat washer (2), 5/8” lock washer and 5/8

SS4520000

are joined, ensure that offsets in flat surface exceed 1/16 inch and that offsets with corners, consistingofflaxsoapandt andtalcmixture consisting of five parts flax soap to one part talc. The Engineer, not to exceed 1/2 inch. Flat Surface (deviation from a plane at any location) ±0.025 in/ft

44893715201-PLANS-01-ROADWAY

44737915201-PLANS-01-ROADWAY (1)

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

44923215201-PLANS-03-SIGNALIZATION 2024 0401

FROM FDOT TSM&O ENGINEER - ARTERIALS (863-519-2216) 5. ALL MOVEMENTS FLASH RED (B). FLASHING OPERATION, FLASHING SIGNAL HEAD DETAILS FTP-68B-06 4 EA B SR35(US17) Vehicles Watch For STARTCROSSING, TOCROSS STEADY TIMER FLASHING PED. SIGNAL COUNT-DOWN 1-SECT., 1-WAY 8 AS 653-1-11 1 1 5 5

Design Standards 2004 Interim

for in the plans or at the contractor's option whenever the plans call for the flared end anchorage option