4427 search results for fla

SPI-400-011

psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected

SPI-400-011e

psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected

SPI-425-052

will normally be applicable to ditches with flatter grades adjoining the inlet. Case 3 will normally

SPI-425-052

will normally be applicable to ditches with flatter grades adjoining the inlet. Case 3 will normally

SPI-400-011

psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected

1200101-122impl

for material allowed to run out of the embankment on a flatter slope than indicated on the cross

SPI-425-052

be applicable to ditches with flatter grades adjoining the inlet. Case 3 will normally be applicable

SPI-400-011

psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected

6530000-122FHWA

) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile Strength Yield, 8500 psi (58 MPa

6530000-122origind

Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635

Chapter9

of the storm drain. This constraint often is critical in flat terrain but not in steep terrain. • High, . The embankment slope must be flat enough to be stable. For example, a 1 (vertical) to 2 (horizontal, barrier, etc). Example 9.1-1. Estimating Pond Right-of-Way Requirements Given: • Flat terrain, to make best use of a parcel. Without other guidance, assume L/W = 2. Side Slopes: Assume flat, 109 = 22,944.5 ft 2 = 0.53 ac The other requirement that may control the surface area in flat

D4 Public Hearing Report 2027 - Palm Beach

441570-1 - 36TH STREET FROM N AUSTRALIAN AVENUE TO NORTH FLAGLER DRIVE Type of Work: BIKE LANE/SIDEWALK, $102,300 DS $698,198 Total for Project 451579-3 $465,959 $7,751,137 452245-1 - FLAVOR PICT ROAD FR, for Project 453002-1 $1,361,914 453143-1 - COUNTYWIDE FLASHING 'YELLOW' ARROW LEFT & RIGHT TURN, for Project 453148-1 $4,275,926 453517-1 - FLASHING YELLOW LEFT & RIGHT TURN ARROW UPGRADE Type, - FLASHING YELLOW ARROWS - PALM BEACH COUNTY VARIOUS LOCATIONS Type of Work: TRAFFIC SIGNALS Phase Fund

pmu-mcreview-mar-668413571

2340 TIM Newsletter_Fall 2023_final (1)

. We had two signals and a flasher on state roads in Marion County that lost power . G e n e rators, or maintenance vehicle on the side of the road with flashing lights with flashing lights on the side, return home safely after every call. Remember , w h e n you see those flashing lights on the roadside, emphasize the critical “Slow Down, Move Over” message. When you see flashing lights on the roadside, Ulmerton Rd., Clearwater, FL 33670 11/16/2023 9:30 am - 11 am 5 I-95 North (Volusia/Flagler

Final-Gov-Bd-Mtg-Minutes-01_27_22

Resource (FLAIR) report. Mr. Reichert showed an example of the FLAIR report and explained

Final-MPOAC-Staff-Minutes-01_27_22

Information Resource (FLAIR) report. Mr. Reichert showed an example of the FLAIR report and explained

CH 4_redline_2025-02

(only available in FLAIR) Grant Programs Budget Category Program Number Special Instructions, Application Chapter 4-16 ALNCSFA (only available in FLAIR) Grant Programs Budget Category

524-001

to drainage flatter grades where there is a decrease in ditch velocity. 2. Construct lip at the end, . For use only where side slopes are 1:4 or flatter. Point "A" and "B" are at "x"= 18' To 22' Const. 5 Rows

524-001

for junction of R/W structures. 3. Use toewalls with all ditch paving, except adjacent to drainage flatter, where side slopes are 1:4 or flatter. Point "A" and "B" are at "x"= 18' To 22' Const. 5 Rows "x

524-001

to drainage flatter grades where there is a decrease in ditch velocity. 2. Construct lip at the end, only where side slopes are 1:4 or flatter. Point "A" and "B" are at "x"= 18' To 22' Const. 5 Rows