9038 search results for f
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m e t e r ( F e e t ) A v e r a g e B l o c k L e n g t h ( F e e t ) B u i l d i n g H e i g h t s ( # o f S t o r i e s ) B u i l d i n g P l a c e m e n t F r o n t i n g U s e s L o c a t i o n o f O f f S t r e e t P a r k i n g A l l o w e d R e s i d e n t i a l D e n s i t y ( D U / A c r e ) A l l o w e d O f f i c e / R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/context-approved.pdf?sfvrsn=9ab5e4cb_120121485201_PLANS-01-ROADWAY_PHASE_IV
l i v eRd. O l d C o m b e e R d . Tenoroc Mine Rd. Braddock Rd. R d . F B 4, SIGNATURE SHEET 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, PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/20121485201_plans-01-roadway_phase_iv.pdf?sfvrsn=b060b926_144461215201_Typical Package_Final_1_24_2022
(13010) STATE OF � � � 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 No 78538 N O E L . A S A L O C I N ON ANY ELECTRONIC COPIES, F CURB & GUTTER EXIST. R/W LINE 35' MILLING AND RESURFACING 35' MILLING AND RESURFACING EXIST. TYPE F CURB & GUTTER M A T C H E X I S T . M A T C H E X I S T . 11' 11' 11, O T I C 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/44461215201_typical-package_final_1_24_2022.pdf?sfvrsn=b3b05ff0_1Exhibit 120-3
WALK SIDE- 6' WALK SIDE- 6' RAISED MEDIAN 17' 6/26/2024 1:35:06 PM 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 . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-120-3.pdf?sfvrsn=8ef845d9_1Exhibit 120-4
10/20/2023 3:55:35 PM 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 . 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, , F . A . C . TRAFFIC DATA NO. SHEET NOT TO SCALE FINANCIAL PROJECT ID 123456-1-52-01
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-120-4.pdf?sfvrsn=16a05dab_1Exhibit 120-4
10/20/2023 3:55:35 PM 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 . 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, , F . A . C . TRAFFIC DATA NO. SHEET NOT TO SCALE FINANCIAL PROJECT ID 123456-1-52-01
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-120-4.pdf?sfvrsn=951b8a6c_1Exhibit 120-3
WALK SIDE- 6' WALK SIDE- 6' RAISED MEDIAN 17' 10/1/2024 7:37:42 AM 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 . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-120-3.pdf?sfvrsn=3dd1d7f_344787415201-PLANS-02-SIGNING
: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F, : \ P r o j e c t s \ F D O T \ 4 4 7 8 7 4 1 5 2 0 1 \ S i g n i n, L E U G A O L N A . C N A Y R R E E N I G N E L A N O I S S E F O R P A D I R O L F IN ACCORDANCE WITH RULE 6IGI5-23.004, F.A.C. RESPONSIBLE FOR THE FOLLOWING, / 2 1 / 2 0 2 3 S : \ P r o j e c t s \ F D O T \ 4 4 7 8 7 4 1 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787415201-plans-02-signing.pdf?sfvrsn=6bc24ac3_120250124_456075-1_SR 45_17020
N D I T I O N COMMENTS 21 22.186 TL RL N 1.2 1.5 0.7 3.4 8.0 F 22 22.195 ML R2 N 1.4 3.4 2.5 1.4 8.7 8.0 F New asphalt 23 22.248 ML R1 Y 1.0 1.3 1.7 4.0 8.0 4.0 B III M F 24 22.328 ML R3 N, 8.3 12.0 3.5 B III M P Uneven Pavement Surface 26 22.385 ML L1 Y 1.0 2.8 1.3 5.1 8.0 2.6 B II L F 27 22.318 ML L2 N 1.0 3.4 1.6 6.0 8.0 F Uneven Pavement Surface 28 22.280 TL LL N 1.1 2.9 4.0 8.9 6.0 F 29 22.265 ML L3 N 1.0 3.0 4.0 10.0 6.0 1.0 B IB L F Uneven Pavement Surface 30 22.204 ML L2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250124_456075-1_sr-45_17020.pdf?sfvrsn=b9ef6898_1SS9290200
garbage in incinerators. 929-2.2 Fly Ash (Class F): Fly ash derived from the combustion of ground or powdered coal shall meet the requirements of ASTM C-618 Class F fly ash. 929-2.2.1 Petroleum Coke Class F: Fly ash resulting from the combustion of coal and petroleum coke shall meet the physical and chemical requirements of ASTM C-618 Class F fly ash. When petroleum coke Class F fly ash, C-618 Class F fly ash concrete. The strength and durability tests of concrete shall be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9290200.pdf?sfvrsn=62eca395_020250117_452566-1_SR-934_87080
F .12 O 2.30 5 32.588 N R1 Y .90 2.25 1.10 4.25 6.0 18.0 .12 A II L F .12 O 2.00 6 33.040 N R3 Y .90 3.00 3.10 7.00 8.0 16.0 .12 A II L F .12 O 2.40 7 33.153 N L3 Y .75 2.00 3.25 6.00 10.0 14.0 F .12 O 1.90 8 32.750 N L1 Y .50 3.50 4.00 8.0 16.0 F .12 O 2.60 9 32.378 N L3 Y 1.00 3.00 1.50 5.50 10.0 14.0 1.50 A II M P .50 O 2.50 10 31.862 N L1 Y .50 3.00 1.50 5.00 9.0 15.0 F .12 O 2.50 11 31.532 N L3 Y .50 4.25 4.75 10.0 14.0 F .25 O 2.40 12 31.130 N L1 Y .75 2.25 1.50 4.50 9.0 15.0 F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20250117_452566-1_sr-934_87080.pdf?sfvrsn=2b8a137a_2Exhibit 120-3
WALK SIDE- 6' WALK SIDE- 6' RAISED MEDIAN 17' 10/1/2024 7:37:42 AM 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 . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-120-3.pdf?sfvrsn=f9c4d59e_1Exhibit 120-4
10/20/2023 3:55:35 PM 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 . 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, , F . A . C . TRAFFIC DATA NO. SHEET NOT TO SCALE FINANCIAL PROJECT ID 123456-1-52-01
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-120-4.pdf?sfvrsn=903fec48_1FDOT_OPP_UPWP-tips and tricks_v3_Two Pages_v2
FLORIDA DEPARTMENT OF TRANSPORTAT I O N | O F F I C E O F P O L I C Y P L A N N I N G D E C E M, with your Liaison. Regularly confirm the timely exchange of key documents such as the draft UPWP , F D O T, DEPARTMENT OF TRANSPORTAT I O N | O F F I C E O F P O L I C Y P L A N N I N G D E C E M B E R 2 0 2 5 F I N A N C I A L M A N A G E M E N T A N D F L E X I B I L I T Y M a t c h w o r k p roducts, are accurate and complete, supporting a timely review process . C l a r i f y a m e n d m e n t p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/upwp-external/fdot_opp_upwp-tips-and-tricks_v3_two-pages_v2.pdf?sfvrsn=9310cda_120251008_454195-1_SR 436 (Semoran Blvd)_75003
210.2061.5R3X0.76.80.98.4 LR 10.12.6SLIIMP 310.3013.0RRTLX1.13.95.0LR10.5---- F NB Right Turn Lane to Lexus of Winter Park Light raveling 410.4194.0RRTL1.33.24.5 LR 10.5---- F NB Right Turn Lane to Autumn Breeze Way "R4" 510.5834.0RRTL1.83.14.9LR8.1---- F NB Right Turn Lane to Autumn, = Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, " from top of pavement and patching 1810.5349.5R10.83.54.3 LR 10.4---- F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20251008_454195-1_sr-436-(semoran-blvd)_75003.pdf?sfvrsn=ea6a9bd9_120240425_447935-1_SR 45_14010
2 1.489 S IL N 1.3 3.6 4.9 9.5 12.0 F 08010000 BROAD ST 3 0.110 ML L1 Y 0.9 0.8 4.1 5.8 13.5 12.0 F 08000040 AYERS RD - OFFSYSTEM 4 0.040 TL LL N 1.4 1.2 1.0 3.6 13.0 12.0 F 08000040 AYERS RD, , SLIPPAGE 6 0.040 ML L1 Y 1.1 1.4 1.2 3.7 13.0 12.0 F 08000040 AYERS RD - OFFSYSTEM, BOTTOM UP CRACK,BASE, : Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1, 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20240425_447935-1_sr-45_14010.pdf?sfvrsn=4f061806_220240806_210014-3_SR100_76110
1.5 0.7 6.4 LR 2.3B II L P 4 1.560 R1 N 1.7 2.5 0.6 0.5 2.2 0.8 8.3 LR F 5 2.012 R1 I 1.4 2.3 1.3 0.5 1.0 0.6 7.1 LR 0.7B IB L F 6 2.500 R1O 1.3 1.8 0.5 0.5 4.0 0.6 8.7 LR 0.6B IB L F 7 3.020 R1O, F 13 6.000 R1 I 1.6 1.4 0.5 0.5 1.8 0.7 6.5 LR 2.8B II L P 14 6.500 R1O 1.3 1.4 0.5 0.5 1.8 1.0 6.5 LR 6.5B II L P 15 7.000 R1 N 1.3 1.5 1.0 0.5 6.5 10.8 LR F 16 8.200 R1 I 1.5 1.5 0.5 1.5 5.0 LR 2.2B II L P 17 8.560 R1O 1.3 1.6 5.3 8.2 LR 0.4B IB L F 18 9.000 R1 I 1.5 1.3 2.2 0.5 1.0 1.0 7.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20240806_210014-3_sr100_76110.pdf?sfvrsn=55e17b07_12018FDM315DrngStrct
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 D A T E D E S C R I P T I O N R E V I S I O N S D A T E D E S C R I 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 D R A I N A G E S T R U C T U R E S C E R T I F I C A T E O F A U T H O R I Z A T I O N : 1 2 3 4 5 T A L L A H A S S E E , F L 3 2 3 0 1 1 2 3 M A I, A L K E R , P . E . E x h i b i t 3 1 5 - 1 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm315drngstrct.pdf?sfvrsn=929e0f0_220230814_450882-1_SR 17_16090
A V E M E N T C O N D I T I O N COMMENTS 1 25.117 ML R1 N 1.8 1.4 3.2 7.0 F 3 26.543 ML R1 N 1.5 1.2 1.1 0.5 0.8 5.1 8.5 F 4 26.790 ML R1 N 1.7 0.5 0.9 0.6 0.8 4.5 8.5 3.0 B II M F 5 25.448 ML L1 Y 1.4 0.5 1.0 0.5 1.5 0.6 5.5 7.5 16.0 5.5 B II M F 6 25.286 ML R1 Y 1.4 1.1 1.4 0.6 4.5 8.0 2.6 B II M F 7 25.886 ML R1 N 1.5 1.1 1.7 0.6 0.6 5.5 8.0 15.0 3.5 B II M P 8 26.144 ML R1, 0.5 0.6 0.5 6.0 8.5 1.6 B IB L F 12 26.909 ML L1 Y 1.5 0.7 1.2 0.5 1.0 0.6 5.5 8.0 16.0 F 13 26.631
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230814_450882-1_sr-17_16090.pdf?sfvrsn=1da5cc88_1MFF_#15_I-4 at S.R. 33 Interchange_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative O l d P o l k C i t y R d University Blvd 4 4 4 POLK CO. LAKELAND POLK CITY, 33 from Old Combee Road to North of To m k o w R o a d F U N D I N G $ 1 9 7 M i l l i o n, i f e c r o s s i n g s . F o r a d d i t i o n a l p r o j e c t d e t a i l s , p l e a s e v i s i t h t t p s : / / fi p . f d o t . g o v / S t u d i e s / D e t a i l s / 2 3 . I - 4 a t S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-15_i-4-at-s-r-33-interchange_21sep2023.pdf?sfvrsn=712555a1_1