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Seaports Fast Facts - 2025
i n 2 0 2 2 o f w h i c h h a v e 6 t o t h e C a r i b b e a n O v e r 2 8 7 s h i p a n d b o a t b u i l d i n g c o m p a n i e s o p e r a t i n g i n F l o r i d a i n 2 0 2 2 9 2 a t P, a l C o n t a i n e r T r a n s f e r F a c i l i t i e s ( I C T F ) TO P 2 5 booster
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/seaport/pdfs/seaports-fast-facts---2025.pdf?sfvrsn=6c00fd97_1430-012E
2025-26 SHEET INDEX L m W f s 6 " t k k p Riprap (Min.) Sand-Cement 4X Pipe Dia. b a g c, p k f 6 " n W g 4 3d Slope on Pipe 1:4 Max. Physical F i l l S l o p e V a r i e s P i p e P i p e 3 " F i l l e t s 1 : 1 ¡ P i p e 4 5 ° 6 " n ( T y p . ) k ( T, 2 d I n c h e s k t s p n m g f e d c b a L H t W 1 2 . 5 7 1 5 . 9 0 1 3 . 6 3 2 3 . 7 6 2, 1 6 4 . 9 1 7 . 0 7 9 . 6 2 8 - 1 1 6 . 7 2 7 3 6 ( S F ) A r e a ( l b ) S t e e l R e i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-012e.pdf?sfvrsn=1a36de1a_2430-012E
2024-25 SHEET INDEX L m W f s 6 " t k k p Riprap (Min.) Sand-Cement 4X Pipe Dia. b a g c, p k f 6 " n W g 4 3d Slope on Pipe 1:4 Max. Physical F i l l S l o p e V a r i e s P i p e P i p e 3 " F i l l e t s 1 : 1 ¡ P i p e 4 5 ° 6 " n ( T y p . ) k ( T, 2 d I n c h e s k t s p n m g f e d c b a L H t W 1 2 . 5 7 1 5 . 9 0 1 3 . 6 3 2 3 . 7 6 2, 1 6 4 . 9 1 7 . 0 7 9 . 6 2 8 - 1 1 6 . 7 2 7 3 6 ( S F ) A r e a ( l b ) S t e e l R e i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-012e.pdf?sfvrsn=4bb75c84_24130302int
D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure 8 Hours @ 73 o F (max.) Gel Time (1) (ASTM C881) 60 minutes (max.) @ 73.4 ± 1.8 o F Tack Free Time (finger drag method, no residue) 4-6 Hours (max.) (at 72 o F and 50% Relative Humidity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4130302int.pdf?sfvrsn=7fff52b7_14130302ind
D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure 8 Hours @ 73 o F (max.) Gel Time (1) (ASTM C881) 60 minutes (max.) @ 73.4 ± 1.8 o F Tack Free Time (finger drag method, no residue) 4-6 Hours (max.) (at 72 o F and 50% Relative Humidity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4130302ind.pdf?sfvrsn=a19a8a3b_144788715201-ESTIMATES-QUANTITIES
Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design Notes, Pay Item Number Pay Item Description Units of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 Maintenance of Traffic LS 1 1, Item Description Units of Measure P F P F Alignment Begin Station End Station Side Element, ) Width (FT) P F P F Units P F Alignment Begin Station End Station Side Element ID Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44788715201-estimates-quantities.pdf?sfvrsn=5fa0679b_1444634-1_SR72_PER-Draft
................................................................................................77 7.2.2 Section 4(f, F, 5 F IGURE 3: EXISTING SR 72 TYPICAL SECTION, F IGURE 4: EXISTING LAND USE MAP (SOURCE: SARASOTA COUNTY, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 F IGURE 5: EXISTING ZONING MAP (SOURCE: SARASOTA COUNTY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_per-draft.pdf?sfvrsn=44a9f920_1SR72-PDE_PH_ConceptBoard_1_108x36
D r Canary St Access Road 13 Clark Rd Ta n a g e r S t T r i l l i u m B l v d F o x Tr o t t i n g R d Q u e e n s b u ry Blvd New Multilane Roundabout TWIN LAKES PA R K S C F D, F P I D 2 0 1 2 7 7 - 3 7 2 7 2 D r i v e w a y l o c a t i o n s t o b e d e t e r m i n e d d u r i n g p r o j e c t d e s i g n p h a s e . B e g i n S t u d y Fr o m E a s t o f I - 7 5 t, g J u n e 2 6 , 2 0 2 5 F P I D : 4 4 4 6 3 4 - 1 P referred A l t e rnative - Sheet 1 Parcel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/sr72-pde_ph_conceptboard_1_108x36.pdf?sfvrsn=dbd630b0_1Exhibit 916-1 Redlines
ENGINEERS, INC. 99991 LICENSE NUMBER: LUKE S. WALKER, P.E. 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 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD DRAINAGE NETWORK 1 PLAN 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-916-1-redlines.pdf?sfvrsn=61830761_2Exhibit 913-1
LICENSE NUMBER: LUKE S. WALKER, P.E. 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, . 0 0 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 4 913-1 : C:\CADD_Docs\FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-1.pdf?sfvrsn=1a3d9f60_1Exhibit 913-3
MAIN STREET ROADWAY ENGINEERS, INC. 12345 LICENSE NUMBER: LUKE S. WALKER, P.E. 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-3.pdf?sfvrsn=bf46e5cc_1Exhibit 916-1
BOX 125 ROADWAY ENGINEERS, INC. 12345 LICENSE NUMBER: JOE ENGINEER, P.E. 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-916-1.pdf?sfvrsn=f9a3c3f_1Exhibit 925-1
MAIN STREET ROADWAY ENGINEERS, INC. 12345 LICENSE NUMBER: LUKE S. WALKER, P.E. 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-925-1.pdf?sfvrsn=7d0d45c4_1E8W13Addenda001
not hesitate to contact Rich Nethercote at 407-264-3885. www.fdot.gov F L O R I D A ' S 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 6 1 G 1 0 - 1 1 . 0 1 1 , F . A . C . 4 / 2 9, PROFESSIONAL TYPE SIGNATURE SHEET STATE OF � � � E S N E C I L A D I R O L F T C E T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8w13addenda001.pdf?sfvrsn=c93bdefe_144592625201-PLANS-03-SIGNALIZATION
PROJECT LOCATION F L O R I D A ' S FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST, : RAILROAD CROSSING: T-1 F L O R I D A ' S 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, 5 - 2 3 . 0 0 4 , F . A . C . 1 2 / 2 1 / 2 0 2 3 7 : 4 3 : 4 2, r k s e t s \ F D O T \ 1 4 9 7 4 8 0 0 4 _ G u l f s t r e a m
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25117/44592625201-plans-03-signalization.pdf?sfvrsn=16ac1908_1TA-Set-AsideProgram_StatewideCore_FundingApplication_2025
a y b e c o n t a c t e d f o r g u i d a n c e . PA R T 1 – APPLICANT INFORMAT I O N 1 . A p p, a g e n c y o f t h e p e r s o n w h o c a n a n s w e r q u e s t i o n s a b o u t t h i s p r o j, n o n p r o f i t p r i v a t e s c h o o l ) . P r o j e c t s s h o u l d b e n e f i t t h e p u, g e n t i t y ) . I f “ c h e c k e d ” , e n t e r t h e r e q u e s t i n g e n t i t y i n t h e s p a c e p r o v i d e d . 2 . A g e n c y n a m e o f t h e a p p l i c a n t . 3 . A g e n c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/ta-set-asideprogram_statewidecore_fundingapplication_2025.pdf?sfvrsn=c3fb453d_12024ExhibitsPart9
123456-1-56-01, 123457-1-52-01, 123457-1-56-01 WITH FINANCIAL PROJECT ID(S): 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 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . BEN K. UWAIBI, P.E., A M C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ R o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024exhibitspart9.pdf?sfvrsn=2dd3a4c_1On the road again A study valuing wildlife crossings for wetland mitigation on State Road 401
a d e d f r o m h t t p s : / / e s a j o u r n a l s . o n l i n e, r a r y f o r r u l e s o f u s e ; O A a r t i c l e s a r e g o, o a d e d f r o m h t t p s : / / e s a j o u r n a l s . o n l i n, i b r a r y f o r r u l e s o f u s e ; O A a r t i c l e s a r e g, a d e d f r o m h t t p s : / / e s a j o u r n a l s . o n l i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/on-the-road-again-a-study-valuing-wildlife-crossings-for-wetland-mitigation-on-state-road-401.pdf?sfvrsn=5b2239af_1PDE-Type-II-CE-Template
N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul, ) SURVEY 20 09-Jun-26 06-Jul-26 16 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30%) DESIGN, clean copy + tracked changes) 5 25-Aug-26 31-Aug-26 20 PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION 4(f) - DOA 112 28-Apr-26 30-Sep-26 83 975100 SECTION 4(f) APPLICABLE (Y/N?) 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-type-ii-ce-template.pdf?sfvrsn=5a920949_15pde-type-ii-ce-template
N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul, ) SURVEY 20 09-Jun-26 06-Jul-26 16 Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J 2025 2026 2027 2028 2029 2030 PH I (30%) DESIGN, clean copy + tracked changes) 5 25-Aug-26 31-Aug-26 20 PH 22: PHASE II - SECTION 4(f) - DOA PH 22: PHASE II - SECTION 4(f) - DOA 112 28-Apr-26 30-Sep-26 83 975100 SECTION 4(f) APPLICABLE (Y/N?) 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d3/pde-type-ii-ce-template.pdf?sfvrsn=24ea43ce_1