358 search results for f 261

resource

R e s o u r c e s f o r P r o v i, 0 F e d e r a l F u nds for Transportation, Government Government Government F r e i g h t / C o m m e r c i a l T r a v e, % change from prior yr. -0.9% -3.4% 7.9% 1 9 . 9 %26.0%10.6%6.6% 12.2% - 2 6 . 9 % S h a r e o f, 1,148,287 823 261,203 1,410,313 38,004 48,999 13,601 1,510,917 6.4% 2003 1,161,168 394 270,577

TP-03-12-24BSN

AND CROSS DRAIN LF 213.000 0430-611-225 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:3 SLOPE, 18"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 2.000, CONCRETE CURB & GUTTER, TYPE E LF 6,295.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 3,091.000 0520- 1- 11 CONCRETE CURB & GUTTER, VARIABLE HEIGHT TYPE F LF 25.000 0520- 1- 12 CONCRETE CURB & GUTTER, TYPE F WITH SPECIAL GUTTER PROFILE LF 205.000 0520- 2- 2 CONCRETE CURB, TYPE B LF 222.000

FDOT TA Set-Aside Program Adopted Work Program FY 2024-2025 – FY 2028-2029 Detailed Table Set_as-of-2024-07-01_ADA

Part2_073124_clean

................................................................. 4 A E S T H E T I C E F F E C T S, F, S E C T I O N 4 ( f ) R E S O U R C E S, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 W E T L A N D S A N D O T H E R S U R F A C E W A T E, of Federal Regulations (CFR) § 771.111 (f) , alternatives developed for Categorical Exclusions (CEs

2023_CTD_Annual_Performance_Report-Electronic_Version

a dvocated f or the Legislature to r einstate funding for the ISD Grant at $4 million (2022-23). While, 32034 Julie Cherney Transportation Director (904) 261-0700 jcherney@nassaucountycoa.org

FINAL I-95 Managed Lanes Master Plan Report (2)

e 1 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r, N F o r e s t H i l l B l v d S o u t h e r n B l v d B e l v e d e, 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r n B, u e 1 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r, a R d 6 t h A v e n u e 1 0 t h A v e n u e N F o r e s t H i l l B

2023-24_Annual_Operating_Data_Report_20250110

2024_Annual_Operating_Data_Report_20250110

449683-1 Coconut Sidewalk_SCOPE CONCEPT LRE_FINAL_2024-0124 LT

bikes lanes, Type F curb and gutter, a 50-ft raised median with Type F curb and gutter, an 8-ft asphalt, .  Concrete Curb and Gutter, Type F (total of 70 linear feet) o Install at the curb ramps. o Replace curb, Materials to coordinate. Structural Scope Items: Per FDM 261.7, an ancillary structures report shall, will be necessary.  Section 4(f): Due to the proximity of potential Section 4(f) resources, be necessary. If the project is state funded, the provisions of Section 4(f) do not apply

TP-04-09-24BSN

1.000 0430-610-025 U-ENDWALL, INDEX 261/430-011, 1:6 SLOPE, 18"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 3.000 0430-830- PIPE FILLING AND PLUGGING, CONCRETE CURB & GUTTER, TYPE F LF 2,364.000 0520- 6- SHOULDER GUTTER- CONCRETE LF 8,623.000 0521- 1

TP-04-16-24BSN

ENDWALLS, 36", DOUBLE, 0 DEGREES, ROUND EA 1.000 0430-610-029 U-ENDWALL, INDEX 261/430-011, 1:6 SLOPE, 24"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA, 1,605.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 2,364.000 0520- 6- SHOULDER GUTTER- CONCRETE LF

TP-02-28-25BSN

, INDEX 261/430-011, 1:4 SLOPE, 18"PIPE EA 6.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 13.000 0430-830- PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY, 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 1,409.000 0520- 5- 11 TRAFFIC SEPARATOR CONCRETE-TYPE

E8V06

, INDEX 261/430-011, 1:4 SLOPE, 24"PIPE EA 1.000 0430-611-325 U-ENDWALL WITH BAFFLES, INDEX 261/430-011, 1:2 SLOPE, 18"PIPE EA 11.000 0430-630-936 U-ENDWALL, INDEX 430-012, 36" PIPE EA 1.000, ASSEMBLY, F&I, TYPE B AS 39.000 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 9.000 Page 16 Bid

449655-1_Final_Technical_Safety_Scope

(Havendale Blvd)  Eastbound  SR 544 (Havendale Blvd) west of the intersection, remove the Type F, left turn lane by approximately 180 ft with full depth pavement, traffic separator, and Type F C&G.  Westbound  SR 544 (Havendale Blvd) east of the intersection, remove the Type F curb, turn lane by approximately 145 ft with full depth pavement, traffic separator, and Type F C&G, is be constructed with Type F C&G and 6” sidewalk in the NW quadrant between the right turn radius

Meeting-Packet-07-24-24-Governing-Board

fdot-bdv24-977-23-rpt

. (of this page) Unclassified 21. No. of Pages 50 22. Price Form DOT F 1700.7 (8-72) Reproduction, ………………………...…19 Figure 1 0 . Distribution o f nucleotide diversity f o r each population………………………...……20, Figure 1 2 . ROH p r o p o r tion f o r each p o p ulation in different length intervals…………………….21, . Frequencies o f each MHC class I I allele across sampling locations……………..……30 Figure 15, etermine when p assive v s active translocation is p r eferable f o r FSJs. This p r o g r ammatic

44013615201-PLANS-05-LIGHTING

G U L F W A T E R W A Y B a y Pt. Rd. 14 23 26 28 R o a d 27 Roberts Bay, PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O, O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C

oom_20231002_floridabridgeinformation_4thqtr

Historical Item Averages Market Area 02

10,485.000 LF N CONCRETE CURB & GUTTER, TYPE F 0520 2 4 1 $82.66 $10,745.80 130.000 LF N CONCRETE CURB, $3,268.40 $101,320.52 31.000 AS N LOOP ASSEMBLY, F&I, TYPE F 0660 4 11 2 $38,962.50 $77,925.00 2.000 EA N, , WATER/SEWER, 4" 1080 26101 1 $12,775.74 $38,327.22 3.000 EA N UTILITY FIXTURE, VAC/AIR ASSEMBLY

449681-1 Coconut Rd RAB Imp_SCOPE CONCEPT LRE_FINAL_2024-0124 LT

& Gutter Type F (total of 276 linear feet) o Relocate pedestrian curb ramps to approximately 20-ft, .  Concrete Curb & Gutter Type F (total of 323 linear feet) Page 4 of 10 o Relocate pedestrian curb ramps, 261.7, an ancillary structures report shall be provided for all existing sign, signal, lighting, G A N D R E S U R F A C I N G T O B E W I D E D E X I S T . S I D E W A L K ( T Y P . ) 1 0 ' C, G A N D R E S U R F A C I N G 2 ' x 2 ' ( T Y P . ) 1 2 " W H I T E ( T Y P . ) 1 0 ' C O N C