9038 search results for f
Exhibit 212-9
7 0 ' R 7 0 ' R 7 0 ' R 4 0 4 0 01/01/2026 EXHIBIT 212-9 PARALLEL TURN BAY DIRECTIONAL MEDIAN OPENING: WB-62 NOT TO SCALE WB-62FL FDOT2016(US) WB-62FL FDOT2016(US) WB-62FL FDOT2016(US) WB-62FL FDOT2016(US) WB-62FL FDOT2016(US) WB-62FL FDOT2016(US) W B - 6 2 F L F D O T 2 0 1 6 ( U S ) W B - 6 2 F L F D O T 2 0 1 6 ( U S ) 4 ' 4 ' 4 ' 4 ' 20' 1 2 ' 20' 4 ' 4 ' 4 ' Type E Curb and Gutter Separator Wing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-9.pdf?sfvrsn=ac9c77c9_220240320_451011-1_SR 45_17020
P 9 21.297 ML R2 N 2.1 1.4 3.5 9.0 F 10 21.361 ML R2 Y 1.7 1.3 1.3 4.3 8.0 4.3 A III S P 13, 18 21.911 ML R1 Y 1.5 1.0 0.9 3.4 8.0 P 19 22.019 ML R2 N 1.5 1.6 0.9 4.0 8.0 F 20 22.106 ML R2 N 0.9 1.6 1.7 1.3 5.5 8.0 5.5 B III M 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 1.4 2.8 4.2 7.3 4.2 B III M P Base, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20240320_451011-1_sr-45_17020.pdf?sfvrsn=8e8bb9b3_1700-041
Finished ' D A " L e f t U p r i g n t a n d ' F A ' R i g h t U p r, ' D F ' L e f t U p r i g h t (Typ.) 'CA' Ø Bolt, Right Upright 'BA' Ø Bolt, Left, FOUNDATION Shaft Dia. Shaft Dia. S h a f t L e n g t h ( S e e N o t e 3 ) NOTES, n e s s + G a p = U p r i g h t ' F F ' R i g h t U p r i g h t, " 1.5 x 'F' OD 1" (Typ.) 4 5 ° ¡ Gusset Plates (Typ.) 4 5 ° 1 " " 4 1 Chord � Truss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/700-041.pdf?sfvrsn=f5bc47f5_2700-041
Finished ' D A " L e f t U p r i g n t a n d ' F A ' R i g h t U p r, ' D F ' L e f t U p r i g h t (Typ.) 'CA' Ø Bolt, Right Upright 'BA' Ø Bolt, Left, FOUNDATION Shaft Dia. Shaft Dia. S h a f t L e n g t h ( S e e N o t e 3 ) NOTES, n e s s + G a p = U p r i g h t ' F F ' R i g h t U p r i g h t, x 'F' OD 1" (Typ.) 4 5 ° ¡ Gusset Plates (Typ.) 4 5 ° 1 " " 4 1 Chord � Truss ' E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/700-041.pdf?sfvrsn=3586f160_344927615201-CADD-ESTIMATES-QUANTITIES
Description Units of Measure P F P F Design Notes Construction Remarks 0101 1 MOBILIZATION LS, Item Description Units of Measure Number Required Duration (Days) P F P F Units P F Const, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 8 150 1200 I 0706 1 3, Description Units of Measure P F P F Alignment Begin Station End Station Side Element ID, - 449276-1-52-01 Quantity Total Quantity Location Pay Item Number Pay Item Description Units of Measure P F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615201-cadd-estimates-quantities.pdf?sfvrsn=5bad8e16_144927615201-ESTIMATES-QUANTITIES
of Measure P F P F Design Notes Construction Remarks 0101 1 MOBILIZATION LS 1 1, Units of Measure Number Required Duration (Days) P F P F Units P F Const. Phase Design Notes, Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 4 50 200 II 8 150, Number Pay Item Description Units of Measure P F P F Alignment Begin Station End Station, Location Pay Item Number Pay Item Description Units of Measure P F P F Alignment Begin Station End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615201-estimates-quantities.pdf?sfvrsn=9353af5e_1700-041
Finished ' D A " L e f t U p r i g n t a n d ' F A ' R i g h t U p r, F ' L e f t U p r i g h t (Typ.) 'CA' Ø Bolt, Right Upright 'BA' Ø Bolt, Left, .) ( T o p ) PLAN FOUNDATION Shaft Dia. Shaft Dia. S h a f t L e n g t h ( S e e N, 1 " 8 1 T h i c k n e s s + G a p = U p r i g h t ' F F ' R i g h t, ¡ Upright Pipe 1" 1.5 x 'F' OD 1" (Typ.) 4 5 ° ¡ Gusset Plates (Typ.) 4 5 ° 1 " " 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/700-041.pdf?sfvrsn=3d05e66d_1section3.5-51815
S p e c i f i c a t i o n s , a n d P a r t I I T e s t s , W a s h i n g t o n , D . C A p p r o v e d P r o d u c t s L i s t ( A P L ) , 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 F l o r i d a S a m p l i n g a n d T e s t i n g M e t h o d s ( F S T M ) , F l o r i d, procedures and frequencies, and the Department’s on-site inspections. 3.5.5 GENERAL I N F O R M A T ION, a t i o n S u b m i t t h e C e r t i f i c a t e o f A n a l y s i s ( C O A ) f r o m t h e l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-5-51815.pdf?sfvrsn=b6846b3c_1700-041
Finished ' D A " L e f t U p r i g n t a n d ' F A ' R i g h t U p r, F ' L e f t U p r i g h t (Typ.) 'CA' Ø Bolt, Right Upright 'BA' Ø Bolt, Left, .) ( T o p ) PLAN FOUNDATION Shaft Dia. Shaft Dia. S h a f t L e n g t h ( S e e N, 1 " 8 1 T h i c k n e s s + G a p = U p r i g h t ' F F ' R i g h t, ¡ Upright Pipe 1" 1.5 x 'F' OD 1" (Typ.) 4 5 ° ¡ Gusset Plates (Typ.) 4 5 ° 1 " " 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/700-041.pdf?sfvrsn=c730f524_1Final Corridor Report
/ dj;d Host# Qi r f *. 5100 J We ■ ‘Fori LfjfB i ft •ji "o' Cl) I IJ® gi 4' MiEi ClB wTgTblc V 6 f ■ 5- f CC . I g ■# cc *9 w X I a: T/ CO o * f I SRMf Mmm H {3: r \ •r h l t ■ s f L . K t iv. 4*—• ^ tr Mr- 4 r i Sty ro. •j&l" r 3 , K I Hi l ra »• y. f, project terminus. These impacts may require section 4 (f) involvement. These conservation parcels are owned by South Florida Water Management District. There are no section 4 (f) impacts associated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/final-corridor-report.pdf?sfvrsn=8d875d3f_12025FDMPart9NexGenPlans
are complete. Only reviewer-initiated changes should be expected at this level. (3) Final (F): All, ITEM PHASE I PHASE II* PHASE III PHASE IV Roadway Plans Set Key Sheet P P C F Signature Sheet P C F Drainage Map P P C F Typical Sections P C C F Model Management C C C F Project Control P C C F Roadway Plan-Profile P P C F Traffic Monitoring Site P C F Drainage Sheets P C F Stormwater Facility Plan P C F Soil Survey P C F Roadway Cross Sections P P C F Temporary Traffic Control Plan P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart9nexgenplans.pdf?sfvrsn=20f5e48e_643498615201 Plans Rigid Pavt MP13.988-14.472_PhaseIV
PLANS SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS 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 . MP 13.988 STA. 3556+19.92, MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O R I D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/43498615201-plans-rigid-pavt-mp13-988-14-472_phaseiv.pdf?sfvrsn=196639c_1Idalia-Toll-Suspension-Map-082823
A N G E C O U N T I E S • F l o r i d a ’s Tu rnpike Mainline between I-75 (MP 309) and I-4 (MP 259, • Sunshine Skyway Bridge To l l s u s p e n s i o n e f f e c t i v e 4 a . m . E S T, A u g u s t 2 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/idalia-toll-suspension-map-082823.pdf?sfvrsn=5b1bbceb_1MFF Project Sheets_No Const Year_09152023_08
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 8 S.R. 263 from S.R. 61 to C.R. 2203 S p r i n g H i l l R d S p r i n g H i l l R d LEON CO. TALLAHASSEE 363 61 61 263 319 C.R. 2203/Springhill Rd. S.R., roadway, a d d l i g h t i n g , c o n s t r u c t s t o r m w a t e r m a n a g e m e n t f a c i l i t, will be constructed on the west side of the roadway. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_08.pdf?sfvrsn=e4e97_1MFF_#6_S.R. 29 from New Market Rd. to S.R. 82_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 6 S.R. 29 from New Market Rd. to S.R. 82 C.R. 8 4 6 N e w M a r k e t R d IMMOKALEE Immokalee Regional Airport COLLIER CO. 82 82 29 29 S.R. 82 REGION Southwest Florida PROJECT LIMITS State Road (S.R.) 29 from New Market Road to S.R. 82 FUNDING $44 Million CONSTRUCTION, n t s a r e p r o p o s e d f o r t h e i n t e r s e c t i o n o f S . R . 2 9 a t N e w M a r k
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-6_s-r-29-from-new-market-rd-to-s-r-82_21sep2023.pdf?sfvrsn=3f774f7c_1MFF_#3_I-75 at Pine Ridge Rd. Interchange_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative I-75 at Pine Ridge Rd. Interchange 3 Pine Ridge Rd Pine Ridge Rd L i v i n g s t o n R d L o g a n B l v d S A i r p o r t - P u l l i n g R d 75 75, t s i n c l u d e r e c o n s t r u c t i o n o f t h e I - 7 5 P i n e R i d g e i n t e r c h, e n t s a r e l o c a t e d w i t h i n t h e r i g h t - o f - w a y. Infrastructure Initiative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-3_i-75-at-pine-ridge-rd-interchange_21sep2023.pdf?sfvrsn=799a1924_120220412_443931-1_SR-A1A_87060
LR ST40 1 .053 N R2 Y 1.50 1.50 3.00 14.0 12.0 F .20 O 2.55 SG:LT BRN FINE SAND, TR 2 .056 N L3 Y 1.50 2.00 3.50 9.0 12.0 F .20 O 1.75 SG:LT BRN FINE SAND, TR 3 .144 N R2 Y 1.30 1.50 2.30 5.10 6.0 12.0 F .20 O 2.20 SG:LT BRN FINE SAND,WIT 4 .166 N L1 Y 1.30 1.00 1.00 3.30 14.0 12.0 F .20 O 1.60 SG:LT BRN FINE SAND,WIT 5 6.708 N R3 Y 1.50 1.50 2.30 5.30 10.0 12.0 F .20 O 1.50 SG:LT BRN FINE SAND,WIT 6 6.744 N L3 Y 1.80 1.50 3.30 12.0 12.0 F .20 O 3.75 SG:LT BRN FINE SAND,WIT 7 6.801 N R1 Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20220412_443931-1_sr-a1a_87060f1a49795-8a65-4aa9-a82d-e15627680fa3.pdf?sfvrsn=613d859f_1MFF_#8_S.R. 263 from S.R. 61 to C.R. 2203_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 8 S.R. 263 from S.R. 61 to C.R. 2203 S p r i n g H i l l R d S p r i n g H i l l R d LEON CO. TALLAHASSEE 363 61 61 263 319 C.R. 2203/Springhill Rd. S.R., m a n a g e m e n t f a c i l i t i e s , a n d i m p l e m e n t i n t e r s e c t i o n i m p r, and a 5-foot sidewalk will be constructed on the west side of the roadway. F o r a d d i t i o n a l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-8_s-r-263-from-s-r-61-to-c-r-2203_21sep2023.pdf?sfvrsn=4167896a_1TRIP-Flyer-2023
information on how to apply? https://www. f d o t . g o v / p r o g r a m m a n a g e m e n t / l p / t r i p / d e f a u l t . s h t m O r h t t p s : / / w w w. f d o t . g o v / n w fl r o a d s / p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/trip-flyer-2023.pdf?sfvrsn=c1d7f756_120230911_447384-1_SR 45_13030
N T C O N D I T I O N COMMENTS 1 0.037 ML L1 N 0.9 2.2 2.3 5.4 8.0 5.4 C III S F Base crack 2 0.089 ML L2 Y 1.0 2.2 2.0 5.2 9.0 F Bottom-up cracking 3 0.256 ML L2 Y 0.7 2.7 1.9 5.3 9.3 5.3 C III S P Base crack 4 0.251 ML L2 Y 1.0 1.4 0.6 2.4 5.4 8.5 F Bottom-up cracking, friction, 0.429 ML L2 N 0.8 1.6 2.4 4.8 8.5 F 7 0.161 ML L1 Y 1.1 2.1 2.1 5.3 8.0 F 8 0.178 ML L2 Y 1.0 1.3 2.1 4.4 8.0 4.4 C II M P 9 0.343 ML L2 N 0.8 1.6 2.5 4.9 9.0 F 14 0.248 ML L1 N 1.2 2.8 4.0 8.0 7.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230911_447384-1_sr-45_13030.pdf?sfvrsn=b00638ff_1