2414 search results for fla

OOM_20241014_active-contract-Oct-2024

MoffoAnthony Heard Palm Beach County (561) 370-1175 (786) 459-2408 I-95, I-595 & I75 Flavia Magalhaes, Greg Craig Brevard, Flagler, Lake, Seminole, Volusia Counties (386) 740-3463 (386) 804-7293 State Primary Roads Tracy Rosenburg Basil Saghorchi Flagler & Volusia Counties (386) 740-3437 (386, ) 750-3989 I-95 Heidi Trivett Alexander Gonzalez - Tubens Flagler & Voluisa Counties (386) 740-3482

OOM_20241218_active-contract-Dec-2024

) 459-2408 I-95, I-595 & I75 Flavia Magalhaes Maritza Tardi Broward County (954) 816-0172 (954, 346-201-2953 Movable Bridge Doug Shockley Nikki Canty Brevard, Flagler, Lake, Seminole, Volusia Counties (386) 740-3463 (407) 495-8236 State Primary Roads Lorien Scarlett Basil Saghorchi Flagler, Patricia (Trish) Grey Alexander Gonzalez - Tubens Flagler & Voluisa Counties (386) 740-3425 (321

OOM_20250109_active-contract-Jan-2025

) 459-2408 I-95, I-595 & I75 Flavia Magalhaes Maritza Tardi Broward County (954) 816-0172 (954, 346-201-2953 Movable Bridge Doug Shockley Nikki Canty Brevard, Flagler, Lake, Seminole, Volusia Counties (386) 740-3463 (407) 495-8236 State Primary Roads Lorien Scarlett Basil Saghorchi Flagler, Patricia (Trish) Grey Alexander Gonzalez - Tubens Flagler & Voluisa Counties (386) 740-3425 (321

2025-26 eBook(signed and sealed)

2025-26 eBook-compressed

44893815201-AncillaryStructuresReport

 SR 25 (US 27) FROM STITT RANCH TO FLAGHOLE ROAD Ancillary Structures Evaluation Report of Existing Structures November 2023 HENDRY COUNTY, FLORIDA Prepared For: Engineer of Record: DRMP, Inc. 941 Lake Baldwin Lane Orlando, FL 32814 Phone: (407) 896-0594 FAX: (407) 896-4836 Jocelyn M, infrastructure from Stitt Ranch to West of Flaghole Road. In accordance with the Florida Department, Ranch to West of Flaghole road. There are no planned modifications, additional loading

SPI-450-199

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

SPI-450-199e

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

SPI-450-199

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

FIN (4-4-2024)

 FLAGLER EXECUTIVE AIRPORT FIN Flagler Executive Airport (FIN) is a county-owned general aviation (GA) airport approximately 20 miles north of Daytona Beach in Flagler County. T h e a i r p o, , including a 5K race and Warbirds Over Flagler, a warbird fly-in that attracts upwards of 10,000, vehicles were staged at FIN. PHOTO SOURCE: STATE OF FLORIDA - 2022. Airport: Flagler Executive Airport (FIN) City: Palm Coast, Florida County: Flagler Sponsor: Flagler County Role: General Aviation

Redline eBook compressed

2025FDM222Peds

the direction of the crossing. must pProvide the flattest ramp slope practicable, not to exceed, feet in length. Provide transition slopes (flared sides) where a pedestrian circulation path, and designing crossings for shared use paths. Flangeway gaps are necessary to allow the passage of train wheel flanges; however, they pose a potential hazard to pedestrians who use wheelchairs because the gaps can entrap the wheelchair casters. A maximum flangeway gap is required for all at-grade pedestrian

2025FDM222Peds

. Flangeway gaps are necessary to allow the passage of train wheel flanges; however, they pose, of the crossing. Provide the flattest ramp slope practicable, not to exceed a maximum slope of 1:12, not exceed 15 feet in length. Provide transition slopes (flared sides) where a pedestrian, casters. A maximum flangeway gap is required for all at-grade pedestrian rail crossings of 2½” for all, warnings should not be placed where sidewalks intersect urban flared driveways or on sidewalks

FY2024-25eBookFINALcomp-REVISED1-24-24

FY2024-25eBookFINALcomp(signed and sealed)

FY2024-25eBookFINALcomp(signed and sealed)R

FY2024-25eBookFINALcomp-REVISED3-4-24

FY2024-25eBookFINALcomp(signed and sealed)R2

FY2024-25eBookFINALcomp

Dev995ATCC

of the Model 2202 High Density Switch Pack/Flasher Unit described in ATC 5301 v02.02 Section 6.2., characteristics of the Model 2202 High Density Switch Pack/Flasher Unit described in ATC 5301, Police Panel Switches: For all cabinets, the police panel shall have the following: AUTO/FLASH, on panels must be clearly identified using permanent silk-screened text. AUTO FLASH SIGNALS ON/OFF, and 8. For all cabinets, the doorframes shall be double flanged out on all 4 sides and shall have