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2025 WP Project Summary_D1_v5

 Florida’s Turnpike Enterprise Tentative Five-Year Work Program FY 2027 through FY 2031 Summary of Projects 1 – A s o f O c t o b e r 9 , 2 0 2 5 D i s t r i c t 1 O v e r v i e w S i n c e F Y 2 0 2 3 , F l o r i d a ’ s T u r n p i k e E n t e r p r i s e c o n t i n u e d and/or initiated funding construction of various transportation infrastructure improvements in FDOT District One, . The Enterprise continues to make project investments in FDOT District One. In FY 2027 through F Y 2

Federal Discretionary Grants

Instructions, PART IV - CHAPTER 4: OTHER FEDERAL PROGRAM CHARACTERISTICS, Section F For assistance

Federal Discretionary Grants Forms

Form 525-010-70F Federal Highway Funds Subrecipient Grant Agreement - Exhibit F - Contract Payment

FM5-599

temperature of 77.0 ± 1.8°F. 2.2 Measuring device capable of measuring the diameter of the sample

5b Public Meeting_Newspaper Advertisement

, Section 106, Section 4(f))] Public participation is solicited without regard to race, color, national

5a Public Meeting_Public Officials Notification

language below (e.g. Access change, Section 106, Section 4(f)).] Public participation is solicited

6a Type 2 CE Hearing Opportunity_Newspaper Advertisement

), at the information below. [IF APPLICABLE Add any specific language (Access change, Section 106, Section 4(f

7b Type 2 CE Public Hearing_Newspaper Advertisement

language below: Access change, Section 106, Section 4(f)] Public participation is solicited without regard

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o n ( % o f p o p u l a t i o n ) Financial Data Presentation 4

2026 FDM Complete

requirements, are contained in 49 CFR Part 37, Subpart F. Pedestrian Access Route A continuous

436676-1_Draft_CSER_Longboat Key

460-490

Steel (varies) Existing Reinforcing Steel (varies) Existing Reinforcing 1'-4" 1'-6" Narrow F-Shape Wide F-Shape 8Ƃ" " 4 3 10 Narrow F-Shape Wide F-Shape 3Ƃ" " 4 3 5 5" 3'-0" 4" 1, (to remain) Existing Traffic Railing, Narrow F-Shape Wide F-Shape Outer Tube Ǝ" Ø thru hole, ) Existing Bridge Deck F-Shape Traffic Railing SECTION A-A Corral Shape Traffic Railing SECTION

515-051

Approach Slab Begin or End @ 70°F 30'-0" (Maximum) 48" SHBR** 42" PBR** Silicone Sealant for Pre, " @ 1'-0" sp. Bars 4P 4" 4" " 2 1 1 Const. Joint permitted ( a w a y f r o m C o, f r o m d r o p - o f f ) S l o p e 2 % M a x . ( a w a y (centered, " ℅ 4 2 " ~ P B R 4 8 " ~ S H B R 3 ' - 6 " f o r S H B R 3 ' - 0 " f o r P B R CURB MOUNTED RAILING TYPICAL SECTION THROUGH SCHEME 2 - ƃ" Thick Bearing Pad

515-061

OF RAILING @ 70°F (5) 4ƃ" Max. Gap Type 1 - Picket Infill Panel shown Varies (See Plans) Infill, Existing railing f r o m d r o p - o f f ) S l o p e 2 % M a x . ( a w a y, 4 8 " ~ S H B R 3 ' - 0 " f o r P B R 3 ' - 6 " f o r S H B R, -Guard (See ƃ" Bearing Pad (Typ.) ( a w a y f r o m C o p i n g ) S l o p e 2

Quadguard M Wide - MASH TL3 - Drawings

...;.;;5..;-9;.;0;.______J..l """ _ · ,;.,;A;._L. 9-EEt, --:::: •~1~ 0~ f ~ 1,:,5=...!! CJlilS.FE.OU,_., 0, ....____...;. 60 .;_-4..;.;.5- ..;. 9 ..;. 0_____..J......;A.;_.1........,,~ 3,.,;; D .;,.. f .;,; 15, ::::::;;;;;:=:::;i;l~=:8:::=~~::-..1:1 7 . ID I') ELEVATION LEFT SIDE ~f AL TERNA TE TRANSITION, _5 --9 - 0-----.:..-,i-. ;;;_ ~ A 7 ,. .,.... rn:-- , - 9 - of_1_ 5_ -f ~ L, _ 1N_ G__________ a_1_ 67 -+- 10/ _ 18f2 _ 24- ' _A ___..J _M _S -4- KW ----l l f===---------------=- F

SPI-450-450e

opose modi f i ed di mensi ons as r equi r ed and submi t t o t he Engi neer f or mor e t han ± 1" f r, . I f t he pr edi ct ed camber s bas ed on f i el d meas ur ement s di f f er s hal l moni t or beam camber s f or t he pur pose of pr edi ct i ng camber val ues at t he t i me The val ues gi ven i n, joints) and Dimension "A" Adjustment per 10º F = 0". Include details for other expansion joint, + V E + V F + V D V M = (L - 0.5' sin ∅ BEGINSPAN - 0.5' sin ∅ ENDSPAN ) × W C

Planning Consistency for NEPA Practitioners

a d d i ti o n s , s u c h a s a l i k e - f o r - l i k e b r i d g e r e p l a c e m e n t p r o j e c t . F o r p r o j e c t s o u t s i d e a n M P O d e s i g n a ti o n o r w i t h a T y p e 1, c y. P r o j e c t s t h a t d e v i a t e f r o m t h e t r a d i ti o n a l D e s i g n - B i d - B u i l d d e l i v e r y p r o c e s s h a v e a d d i ti o n a l c o n s i d e r a ti o n s f o r p l a n n i n g c o n s i s t e n c y. T h e s e p r o j e c t s n e e d t o e n s u r e t h a t f

649-010

INDEX 6" Otherwise 0" With Sidewalk Pole 0 . 1 4 i n / f t T a p e r ( T y p, . Perform all welding in accordance with Specification 460-6.4. F. Provide a ‘J’ or ‘C’ hook, A1011 Grade 50, 55, 60 or 65 F. Handhole Frame: ASTM A709 or ASTM A36, Grade 36 self-locking nuts, @ #5 Tie Bars 1' x 1" Chamfer ' B F ' 1 " Equally Spaced #11 Bars (Typ.) Double Nuts, e r 1'-0" (Max.) Spaced @ #5 Tie Bars 1' x 1" Chamfer ' B F ' 1 " Equally Spaced #11

460-490

" Narrow F-Shape Wide F-Shape 8Ƃ" " 4 3 10 Narrow F-Shape Wide F-Shape 3Ƃ" " 4 3 5 5" 3'-0, (to remain) Existing Traffic Railing, Narrow F-Shape Wide F-Shape Outer Tube Ǝ" Ø thru hole, (to remain) Existing Bridge Deck F-Shape Traffic Railing SECTION A-A Corral Shape Traffic Railing

515-051

Approach Slab Begin or End @ 70°F 30'-0" (Maximum) 48" SHBR** 42" PBR** Silicone Sealant for Pre, . 9 " @ 1'-0" sp. Bars 4P 4" 4" " 2 1 1 Const. Joint permitted ( a w a y f r o m, l t f r o m d r o p - o f f ) S l o p e 2 % M a x . ( a w a y, PLATE Ɖ" ℅ 4 2 " ~ P B R 4 8 " ~ S H B R 3 ' - 6 " f o r S H B R 3 ' - 0 " f o r P B R CURB MOUNTED RAILING TYPICAL SECTION THROUGH SCHEME 2 - ƃ" Thick Bearing