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44893815201-PLANS-01-ROADWAY-VERIFIEDUTILITIES (1)

and MAPPER T H E 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 5 J - 1 7 . 0 6 2 , F . A . C, s \ F D O T 2 0 \ 2 0 - 0 1 4 6 . 0 1 2 \ S u r v e y \ S B V H R, FLORIDA STATE OF r e p p a M d n a r o y e v r u S l a n o i s s e f o r P

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-verifiedutilities-(1).pdf?sfvrsn=9c3a2cd7_1

OEM Programs

INDEX A-Z Search Office of Environmental Management Programs & Services Office of Environmental Management Initiatives Cultural Resources ETDM Process Environmental Screening Tool (EST) Native American Coordination Website NEPA Assignment Protected Species and Habitat Resources Public Involvement Program Section 4(f

https://www.fdot.gov/environment/programs.shtm

finalization-asphalt

F F l l o o r r i i d d a a D D e e p p a a r r t t m m e e n n t t o o f f T T R R A A N N S S P P O O R R T T A A T T I I O O N N MAC Sample Finalization September 9, 2024 Asphalt Materials (Material Ids 234, 287, 334, 337) Finalization A. Check to see that the following sample header information is accurate:  MAC Spec (Make sure the correct version is being used)  Contract / Project  Pay Item(s) (if entered

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/smplfinalguide/finalization-asphalt.pdf?sfvrsn=93809e85_3

515-070

and must be continuous at landings for: of the corner, not at the corner apex. F. For changes, . F. Aluminum Shims: ASTM B209, Alloy 6061 d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b, a x . f o r o n e r u n o f s t e p s Length of Landing Length of Landing 5' Min, Drilled Hole accordance with Specification 926 Epoxy Mortar (Type F) in with Specification 416 hole, Mortar (Type AB or F) in 1 ' - 9 " 1 ' - 9 " 3 ' - 6 " " 2 1 4 2" for Ramps 0

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-070.pdf?sfvrsn=e6e7212c_1

515-080

. F. For changes in tangential longitudinal alignment greater than 45°, positioned posts a maximum, to facilitate handling; A. Place expansion joints at a maximum of 30’-0”spacing. 3. Fabrication: F, 0 " 3 ' - 6 " 6 ' - 0 " M a x . f o r o n e r u n o f s t e p s, Epoxy Mortar (Type F) in with Specification 416 hole in accordance Hole (ƀ"±), clean 3ƀ" Ø Core Drilled accordance with Specification 926 Epoxy Mortar (Type AB or F) in 3" Min. Embedment " 2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/515-080.pdf?sfvrsn=7ff44cf4_1

Exhibit 230-9

F O R H E R E S T O P A H E A D LEGEND Bike Lane Direction of Traffic FOR MIDBLOCK CROSSWALKS TYPICAL SIGNING AND PAVEMENT MARKING NOT TO SCALE 01/01/2024 EXHIBIT 230-9 A W 1 6 - 7 p L W 1 1 - 2 R 1 - 5 b L W 1 1 - 2 W 1 6 - 9 p W 1 1 - 2 W 1 6 - 7 p L W 1 1 - 2 A 40' Solid White 100' of 6" Solid White 100' of 6" 40' A W 1 6 - 7 p L W 1 1 - 2 W 1 1 - 2 200 250 300 36 To 45 26 To 35 25 Or Less

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-9.pdf?sfvrsn=21927256_1

Exhibit 918-1

13 14 S R 6 1 ( U S 3 1 9 ) SWMF #2 S W M F # 1 OFFSITE TO BASIN 4 5.06 AC, C T I O N 9 1 T O W N S H I P 5 0 N R A N G E 6 0 E F R I E N D S H, 2 0 C : \ W o r k s e t s \ F D O T \ d r a i n a g e d o o d l e \ r o a d w a y \ F D M 9 0 0 D r a i n a g e . d g n 2 : 5 2 : 0 7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-918-1.pdf?sfvrsn=1199675_1

Turnpike - Suncoast Parkway 2, Phase 2

a r t o f t h e S tatewide Intermodal System, this project supports Florida’s Transportation Plan

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/community-planning/community-planning-month-2024/turnpike---suncoast-parkway-2-phase-2.pdf?sfvrsn=e8eb4359_1

455-118

" A A ELEVATION SECTION A-A SECTION F-F SECTION E-E SECTION D-D � Pile � Pile � Pile, " Pitch 6" Pitch 16 Turns @ 3" Pitch 5 Turns @ 1" Pitch 1" A A ELEVATION SECTION A-A SECTION F-F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/455-118.pdf?sfvrsn=5d3f662b_1

SPI-425-061

Standard Plans Instructions Topic No. 625-010-003 Index 425-061 Closed Flume Inlet FY 2025-26 1 Index 425-061 Closed Flume Inlet Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations Closed Flume Inlets are designed for use with Type F curb and gutter only. Locate inlets outside of curb ramp areas. Single Barrel Flumes are intended for locations with light to moderate flows. Use Multiple Barrel Flumes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-061.pdf?sfvrsn=5ab30690_1

SPI-660-001

for type (A – F) and location. In the Intelligent Transportation Systems Plans: For each loop, include

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-660-001.pdf?sfvrsn=e6aec118_1

SPI-700-104Series

These Indexes are provided as examples of the above common applications. See the TEM and FDM 230 f

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-104series.pdf?sfvrsn=39a3c055_1

20240716_441535-1_SR 64_13050

C O N D I T I O N COMMENTS 1 0.047 ML R3 N 1.1 3.9 5.0 12.0 1.1 C IB L F 9th St W. Intersection - Hole under FC Layer 2 0.047 ML R2 N 1.0 2.8 3.8 12.0 3.8 C IB L F 9th St W. Intersection - Base Crack 3 0.047 ML R3 N 1.5 3.6 5.1 12.0 F 9th St W. Intersection 4 0.553 ML R1 Y 1.4 0.7, 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20240716_441535-1_sr-64_13050.pdf?sfvrsn=5ca2a9db_1

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