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462-003
& SHIPPING 1 2 NOTES: PROCEDURE: FACE INSPECTED F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w FILLER OUTLET CONNECTION TO DUCT, BOXES WITH INTERNAL TENDONS SIMILAR. WEB REINFORCING NOT SHOWN FOR CLARITY. Flow Filler f o r O u t l e t F i l l e r F l o w the lowest point. inject filler from to filling, Gauge Pressure f o r I n l e t F i l l e r F l o w Flow Filler (VERTICALLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/462-003.pdf?sfvrsn=2ba887a4_1AppendixF
January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines for Pipe End Treatments Appendix F: Application Guidelines for Pipe End Treatments APPENDIX F. APPLICATION GUIDELINES FOR PIPE END TREATMENTS January 1, 2024 Drainage Design Guide Appendix F: Application Guidelines for Pipe End Treatments Appendix F: Application Guidelines for Pipe End Treatments F-i TABLE OF CONTENTS Table F- 1: Application Guidelines for Pipe End Treatments - Part
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixf.pdf?sfvrsn=af59f7ce_5BriefingSheet_Workforce
TRANSPORTATION WORKFORCE SUBJECT BRIEF 1 OCTOBER 2023 TRANSPORTAT I O N W O R K F O R C E S U B J E C T B R I E F F L O R I D A D E PA RTMENT OF TRANSPORTAT I O N W h a t i s F l o r i d a’s Tr a n s p o r t a t i o n Wo r k f o r c e ? Florida’s t r a n s p o rtation workforce includes, h y i s F l o r i d a’s Tr a n s p o r t a t i o n Wo r k f o r c e I m p o r t a n t, ’s g r e a t e s t a s s e t s f o r a c c o m p l i s h i n g t h e s t a t e ’s t r a n s p o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/briefing-sheets/briefingsheet_workforce.pdf?sfvrsn=61f9f836_320220504_447880-1_SR 865_12004
T C O N D I T I O N COMMENTS 1 4.082 ML L1 Y 1.0 7.0 8.0 11.4 12.1 F 2 3.959 TL LL N 0.9 7.1 0.6 8.6 8.5 F Center Turn Lane 3 3.788 TL LL Y 0.8 7.7 0.4 8.9 10.1 F LLTL (1st) 4 3.698 SS L1 N 1.0 2.1 1.2 4.3 7.8 F Holiday Condo Dr. 5 3.633 TL LL N 1.0 5.8 0.6 7.4 8.6 F LLTL (1st) 6 3.587 ML L1 N 1.0 10.7 0.4 12.1 7.6 F 7 3.444 TL LL Y 0.9 7.2 0.5 8.6 6.6 F LLTL (1st) 8 3.419, F LLTL (1st) 10 3.328 ML R1 Y 1.0 14.2 15.2 6.4 11.8 1.1 C II L F Core came out in 2 pieces 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20220504_447880-1_sr-865_12004.pdf?sfvrsn=832b20b_1415-001
are for NOTE: For Bar Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. D F H H E D B C B B B E D H B C No. of Laps = N J J J J J J B C D E F H K 45, F B C B D B E H Diameter Outside Core Spiral R = C B D R = C D E C B D D B E, Threads B D C E F D B C E E F H J B D C B D E C B D C E E F D C B E F D, l e l a f H D E C B F F E H J K B D C D E F C B H E D C B J H F G B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/415-001.pdf?sfvrsn=cb1c3c88_1462-003
& SHIPPING 1 2 NOTES: PROCEDURE: FACE INSPECTED F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w FILLER OUTLET CONNECTION TO DUCT, FOR C.I.P. BOXES WITH INTERNAL TENDONS SIMILAR. WEB REINFORCING NOT SHOWN FOR CLARITY. Flow Filler f o r O u t l e t F i l l e r F l o w the lowest point. inject filler from to filling, Gauge Pressure f o r I n l e t F i l l e r F l o w Flow Filler (VERTICALLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/462-003.pdf?sfvrsn=c24c8a33_120231106_450729_SR 514_70180
(in.) Depth (in.) Type Class Extent 1 2.495 9.0 R3 X 1.0 6.0 12.4 ABC 5.4 2.0 SL III L F 2 2.495 2.0 OR 0.8 6.0 13.8 ABC 7.0 F Rippling Pavement. Not enough space for 6' smart level to get, 3.235 7.5 RLTL 1.0 3.8 4.8 LR 10.0 F Rippling, U turn lane 8 3.200 3.5 LRTL X 1.0 3.7 4.7 LR 8.4+ F, X 1.1 2.9 4.0 LR 10.0 F Slight Raveling. Adjacent lanes Rippling 10 2.935 3.5 L3 X 0.8 4.1 4.9 LR 9.6 F Slight Rippling and Raveling 11 2.935 2.5 OL 1.6 3.8 5.4 LR 10.6 F Rippling 12 2.737 2.0 L3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20231106_450729_sr-514_70180.pdf?sfvrsn=44df9845_1452784_Approved_ TSP
(US 41/US 41B) STATE OF � � � No 69241 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T . A A I N E V A L LAVENIA A. TOOLE, NOT TO SCALE TRAFFIC DATA 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, , F . A . C . 9/20/2024 1:07:59 PM T H E O F F I C I A L R E C O R D O F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/452784_approved_-tsp.pdf?sfvrsn=c6377336_1450875_Approved_TSP_resign
OF � � � No 69241 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T . A A I N E V A L LAVENIA A. TOOLE, P.E. NO. 69241, OF TRANSPORTATION NOT TO SCALE TRAFFIC DATA 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, 3 . 0 0 4 , F . A . C . R/W LINE 11' 22' TRAVEL LANES CURB TYPE F EXISTING GROUND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/450875_approved_tsp_resign.pdf?sfvrsn=abaa1d1e_120230927_450782-1_SR 5 (US 1)_79010 & 79030
31.111 5 R2 0.7 1.1 0.9 2.7 LR 7.8 2.3 A III S P 3 31.709 8 R2 1.7 0.9 2.6 LR 7.6 B A II M F 4 32.003, 0.610 7 R2 2.0 0.6 2.6 LR 8.4 G 7 0.462 9 L2 X 1.2 1.5 2.7 LR 8.1 B SL Ib L F 8 0.121 8 L2 2.2, 4.2 B A II M P 11 31.547 10 L2 X 1.0 2.2 3.2 LR 7.1 2.3 Br Ib L F 12 30.952 4 L2 1.0 2.3 3.3 LR 8.0, (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, - ness (in.) Depth (in.) Type Class Extent 17 32.302 3 R1 X 1.3 2.3 0.7 4.3 LR 6.5 B SL II L F 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20230927_450782-1_sr-5-(us-1)_79010-79030.pdf?sfvrsn=4d82b3ef_1SP0071104RR
affect railroad operations or property. Contact t h e F E C S i g n a l O f f i c e a t 9 0 4 - 2 7 9 - 3 1 8 2 a t l e a s t 3 0 d a y s p r i o r t o a n y t r a f f i c s i g n a l w o r k w i t h i n 5 0 0 f e e t o f a s i g n a l i z e d , a t - g r a d e , r a i l - h i g h w a y c r o s s, at 1-800-342-1131 for training information. Costs i n c u r r e d b y t h e r a i l r o a d f o r C o n t r, . For p r o j e c t s i n v o l v i n g t h e S o u t h F l o r i d a R a i l C o r r i d o r ( S F R C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp0071104rr.pdf?sfvrsn=f2605620_00071104RR.impl
affect railroad operations or property. Contact t h e F E C S i g n a l O f f i c e a t 9 0 4 - 2 7 9 - 3 1 8 2 a t l e a s t 3 0 d a y s p r i o r t o a n y t r a f f i c s i g n a l w o r k w i t h i n 5 0 0 f e e t o f a s i g n a l i z e d , a t - g r a d e , r a i l - h i g h w a y c r o s s, at 1-800-342-1131 for training information. Costs i n c u r r e d b y t h e r a i l r o a d f o r C o n, . For p r o j e c t s i n v o l v i n g t h e S o u t h F l o r i d a R a i l C o r r i d o r ( S F R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0071104rr.impl.pdf?sfvrsn=c731d373_020240313_450626-1_SR 406_70002
- - - - F 2 0.804 10.0 R2 X 1.3 1.3 18.9 SAHM w/ Shell 16.3 2.6 SL III S P 3 0.806 0.5 OR 1.4, 21.7 SAHM w/ Shell 19.2 - - - - F 5 1.487 2.0 R2 X 1.3 1.4 20.0 SAHM w/ Shell 17.3 1.5 SL III M P 6 1.794 4.0 OR 1.2 1.6 18.5 SAHM w/ Shell 15.7 - - - - F 7 1.988 13.0 R2 1.5 1.3 19.3 SAHM, II S P 12 0.609 7.0 L2 X 1.3 1.7 0.8 21.4 SAHM w/ Shell 17.6 - - - - F 13 0.343 3.0 OL 1.5 1.1 1.1 14.0 SAHM w/ Shell 10.3 - - - - F 14A 0.241 6.0 LRTL 0.9 2.1 3.0 LR 9.0 B SL III S P WB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20240313_450626-1_sr-406_70002.pdf?sfvrsn=416850f0_1Exhibit 925-1 Redlines
% 2 . 0 0 % 1 : 6 2 . 0 0 % 6 . 2 5 % 2 . 0 0 % 2 . 0 0 % ¡ N P W F, : 6 ¡ N P W F M S A N S A N 7 0 5 + 0 0 . 0 0 S T A . 1 " = 1 0 ' V e r t i c a l 1 " = 2, P T I O N N O . S H E E T S T A T E O F F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N R O A D N O . F I N A N C I A L P R O J E C T I D C O U N T Y 2 2 0 4 9 5 - 5 - 5 2 - 0 1 W A K U L L A S R 6 1 3 2 3 0 1 F L , T A L L A H A S S E E 1 2 3 M A I N S T R E E T R O A D W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-925-1-redlines.pdf?sfvrsn=101ac994_2415-001
are for NOTE: For Bar Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. D F H H E D B C B B B E D H B C No. of Laps = N J J J J J J B C D E F H K 45° Typical Number of C's = N-1 Number of B's = 2N-1 Number of D's = N-1 Number of Beams or Walls = N B F, B D C E F D B C E E F H J B D C B D E C B D C E E F D C B E F D C, e l a f H D E C B F F E H J K B D C D E F C B H E D C B J H F G B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/415-001.pdf?sfvrsn=86261df5_1462-003
2 NOTES: PROCEDURE: FACE INSPECTED F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w F i l l e r F l o w FILLER OUTLET CONNECTION TO DUCT, WITH INTERNAL TENDONS SIMILAR. WEB REINFORCING NOT SHOWN FOR CLARITY. Flow Filler f o r O u t l e t F i l l e r F l o w the lowest point. inject filler from to filling and Drain, Pressure f o r I n l e t F i l l e r F l o w Flow Filler (VERTICALLY ORIENTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/462-003.pdf?sfvrsn=1df04d55_12021 LRTP Fiscal Constraint Checklist
450.324(f)(9) Outer years may be very rough estimates, and first few years much more specific. EL, and Environment (PD&E) phase) 23 CFR 450.324(f)(9) Must include projects from entire planning timeframe. All, of the LRTP) if not fully funded. 23 CFR 450.324(f)(9) Make sure the phase is shown, and that construction, 450.324(f)(11) Financial plan means documentation required to be included with a metropolitan, projects? 23 CFR 450.324(f)(11)(i) How do O&M costs factor into the fiscal constraint analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/lrtp-external/2021-lrtp-fiscal-constraint-checklist.pdf?sfvrsn=80c97180_144893615201-PLANS-01-ROADWAY_XS_PH-IV
£ SURVEY E X I S T I N G F E N C E E X I S T I N G R / W L I N E 1 : 6 1, BT BT FM £ SURVEY E X I S T I N G F E N C E 1 : 6 1 : 6 1 : 6 2 . 0 0, N G F E N C E £ SURVEY 1 : 6 1 : 6 1 : 6 2 . 1 2 % 6 . 2 8 % 1 . 9 7, / 2 6 / 2 0 2 4 P : \ F D T 2 2 0 1 \ C A D D \ 4 4 8 9 3 6 1 5 2, X I S T I N G F E N C E 1 : 6 1 : 6 1 : 6 2 . 1 0 % 6 . 7 8 % 2 . 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893615201-plans-01-roadway_xs_ph-iv.pdf?sfvrsn=d50be2bf_145136215202-PLANS-01-ROADWAY
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, 0 4 , F . A . C . 1 1 / 6 / 2 0 2 5 1 : 4 7 : 5 2 P M FT LAUDERDALE, X : \ F D O T \ 4 5 1 3 6 2 1 3 2 0 2 \ R o a d w a y \ K E Y S R D, : \ F D O T \ 4 5 1 3 6 2 1 3 2 0 2 \ R o a d w a y \ S I G N R D 0 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27112/45136215202-plans-01-roadway.pdf?sfvrsn=17e4ccb_120240814_426964-2_SR15_72080
Date: 1of2 1 of1 Name: Lanes: From: To: Inside: Beg MP: Outside: F C 5 S P 1 2 . 5, = 3.8"- - - - F 38.889 R2 O 0.8 2.3 - 0.5 - - 2.3 0.7 6.5 LR 0.8B II L P 49.000 R2 I 0.8 2.5 2.0 0.5, OR N 1.5 0.9 - - - - - - 2.4 RAP - - - - F 710.113 R2 O 0.8 1.9 - - - - 0.8 0.7 4.2 LR 4.2C IIIM P, 1.6B II S P 1110.416 RTO N 1.5 - 6.2 - - - - - 7.7 LR - - - - F 1210.417 L2 N 1.2 2.0 5.0 - - - 1.0 - 9.2 CONC - - - - P 1310.417 OL N 2.0 2.0 1.0 - - - - - 5.0 RAP - - - - F 1610.161 L2 N 0.9 2.9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240814_426964-2_sr15_72080.pdf?sfvrsn=4aeffb69_1