9038 search results for f
Errata Exhibit 910-3_ 4 and 5
S E M A J . J Y U H C 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 2022.07.13 11:02:26 - 04'00' Chuy J. Jameson Exhibit 910-3 Component Key Sheet Date, NO. CONSTRUCTION NO. SHEET YEAR FISCAL 1 22 C : \ W o r k s e t s \ F D O T \ 1 2 3 4, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/errata/errata-exhibit-910-3_-4-and-5.pdf?sfvrsn=8e5abce0_143359245801-PLANS-05-LIGHTING
A v e P F S F S FS J FS 3 0 1 B l v d . 70 G U L F r A I L W A Y S, TO INTERSTATE 75 TO PALMETTO TO MEMPHIS TO BRADENTON BEACH N T-35-S T-36-S T-35-S T-36-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 . cfillyaw
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/43359245801-plans-05-lighting.pdf?sfvrsn=6bd67836_1400-292
a c i n g o f l o n g i t u d i n a l M i n . l e n g t h e q u a l t o ( M i n . A s 1 e x t e n s i o n ) M f o r A s 1 ( T y p . ) l o n g i t u d i n a l O u t s i d e ( T t ) S l a b T o p i n t h i s a r e a f o r r e i n f o r c e m e n t S e e S e c t i o n A - A ( T y p . ) 2 " C o v e r t y p i c a l r e i n f o r c i n g S e e D e t a i l " A " f o r ( T w ) S i d e W a l l i n t h i s a r e a f o r r e i n f o r c e m e n t S e e S e c t i o n A - A B o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/400-292.pdf?sfvrsn=f3f7980_120240125_451107-1_SR 710_91060
III S F 2 7.545 ML R1 N 1.5 3.3 3.1 2.1 10.0 11.5 10.0 C III S F Base fell apart 3 7.843 ML R1 Y, Y 1.8 3.0 4.7 9.5 8.5 F Patch (New Asphalt) 8 9.105 ML L1 Y 2.0 4.0 5.3 11.3 8.0 15.0 6.5 C III M F Patch (New Asphalt); Bottom up crack 9 5.286 ML R1 Y 1.4 4.9 2.2 1.5 0.5 10.5 6.0 12.0 5.4 C III S P Clay Mix 10 6.886 ML R1 Y 1.0 3.5 1.8 2.3 0.3 8.9 5.5 F Base fell apart 11 8.789 ML R1 Y 1.1 3.8 2.5 1.6 9.0 5.0 F Fell apart 12 9.659 ML L1 Y 1.5 3.4 1.8 2.5 0.2 9.4 7.0 4.2 C II M F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20240125_451107-1_sr-710_91060.pdf?sfvrsn=fe46b820_1CR 557_90% Box Culvert Plans
POLK COUNTY ROADS AND DRAINAGE DIVISION 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, - 2 3 . 0 0 4 , F . A . C . B-1 ENGINEER OF RECORD: STRUCTURE PLANS FOR CONSTRUCTION, \MiscStrClvt01.dgn 6:00:59 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/cr-557_90-box-culvert-plans.pdf?sfvrsn=bc2f1908_120240529_424631-3_SR93_32100
G / F / P Federal Project No.: N/A To: North of SR 143 (Hamilton Ave.) Inside: 10 ft. Warn (Paved, LR 0.4 S 1B L F H23 24.200 L1 O 1.0 2.4 3.4 6.8 LR 11.3 G H24 23.700 L1 I 0.9 2.4 3.3 6.6 LR G, : Hamilton SR No.: SR 93 Begin MP: 19.175 End MP: 25.061 G / F / P Federal Project No.: N, 2.3 1.2 4.0 0.7 8.2 LR 6.1 1.6 S IB L P H46 21.500 R3 O 0.9 2.4 3.5 0.5 2.5 2.5 12.3 LR F H47, P H50 22.130 OR N 1.7 1.0 1.1 3.8 LR F H51 22.960 R3 O 5.9 5.9 LR 3.3 B II M P H52 23.038 R3 0.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/32/20240529_424631-3_sr93_32100.pdf?sfvrsn=edb28ec5_13460303.FHWA
: StateSpecifications and Estimates Office Section 346 Proposed S p e c i f i c a t i o n : 3 4 6 0, g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E, the maximum allowable core temperature of 180°F and that the temperature differential between the element core and surface do not exceed the maximum allowable temperature differential of 35°F. Submit, s t e m s , 4. T y p e a n d p l a c e m e n t o f t e m p e r a t u r e m e a s u r i n g a n d r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3460303.fhwa.pdf?sfvrsn=ac77ed4b_04551501DB.FHWA
: StateSpecifications and Estimates Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 1 5 0 1 D B S t r u c t u r e s F o u n d a t i o n s ( D e s i g n B u i l d ) . D e a r M r, to this specification change, please call me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / o t A t t, a n d e x p e r i e n c e r e c o r d o f d r i l l e d s h a f t s u p e r i n t e n d e n t o r f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4551501db.fhwa.pdf?sfvrsn=a131dd4b_0TA-Set-Aside-Program-Statewide_Evaluation_Fillable-FINAL
133(b)(11 ) , o r 3 2 8 ( a ) a n d 3 2 9 ] c . W i l d l i f e m a n a g e m e n t ( w i l d l i f e m i t i g a t i o n a n d r e d u c t i o n o f w i l d l i f e m o r t a l i t y, o r t o r e s t, c h a b i t a t s ) [ f o r m e r 2 3 U . S . C . 1 0 1 ( a ) ( 2 9 ) ( F ) ] O ff-road facility, and pedestrians) Project is within Florida Shared-Use Nonmotorized (SUN) Trail network [Section 339.81, F. S, with 62-S-2, F. A . C ; a n d 2 3 U . S . C . 2 0 6 ] 7 . Vulnerable Road User Safety Assessment [defined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/ta-set-aside-program-statewide_evaluation_fillable-final.pdf?sfvrsn=5242eedf_144653515201-PLANS-04-LIGHTING
: LIGHTING PLANS INDEX OF LIGHTING PLANS AHMAD ABDELLATIF FDOT PROJECT MANAGER: F L O R I D, j e c t s - D o c u m e n t s \ F D O T \ 4 4 6 5 3 5 1 5 2 0 1 \ L, 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 87657 A R E V I R . M N A U J 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44653515201-plans-04-lighting.pdf?sfvrsn=69a9d84a_1RIncidentalConstruction
" 30" 1 7 ' - 6 " M i n . , 1 9 ' M a x . T o B o t t o m O f S i g n, MOUNTING ASSEMBLY FIGURE - A MONOTUBE SUPPORT MOUNTING FIGURE - E FIGURE - F FIGURE - G and inside, F Curb 18" 18" With Gates Flashing Signal Gate or (If Not with Gate) Flashing Signal, Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners: coated in accordance with Specification, STEEPER THAN 5% G r a d e S i d e w a l k T o p o f e x t e n s i o n a t l a n d i n g H o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rincidentalconstruction.pdf?sfvrsn=b8fddc8a_2RIncidentalConstruction
' M a x . T o B o t t o m O f S i g n 1 2 " 7 ' * Bridge Mounting Details, MOUNTING FIGURE - E FIGURE - F FIGURE - G and inside edge of sign will vary with condition, Of Roadway Travel Way 6" Min. Height Type F Curb 18" 18" With Gates Flashing Signal Gate, single bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners: coated, FOR NON-CONTINUOUS RAILINGS ON GRADES STEEPER THAN 5% G r a d e S i d e w a l k T o p o f e x
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rincidentalconstruction.pdf?sfvrsn=94b3c1a5_2MAX-Tension TL-2 Parallel (31) - MASHT TL2 - Manual
G U A R D R A I L T E R M I N A L WITH SABERTOOTH™ TECHNOLOGY • LIGHTWEIGHT, L O W P R O F I L E, T E R M I N A L T R A F F I C E D G E O F S H O U L D E R 1 5 D E G R E E S O R F L A T T E R E D G E O F T R A V E L E D W A Y P R E F E R R E D G R A D I N G 2 ’ 0 ” M i n . ( 6 1 0 m m ) 5 ’ 0 ” ( 1 5 3 0 m m ) G U A R D R A I L T E R M I N A L T R A F F I C 1V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/max-tension-tl-2-parallel-(31)---masht-tl2---manual.pdf?sfvrsn=36a514e5_1436676-1 Draft UAP_ Longboat Key PD
No.: 436676-1-22-01 / ETDM No.: 14382 Appendix B Information Received from UAOs Comcast F L O R I D A ' S N 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 I S T H E E L E C T R O N I C F I L E 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 3 , F . A . C . 6 / 1 7 / 2 0 2 0 I : \ W o r k s e t s \ F D O T \ 4 3 6 6 7 6 1 2 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26113/436676-1-draft-uap_-longboat-key-pd.pdf?sfvrsn=cba4f715_1FLEAT SP MGS (31) - NCHRP350 TL3 - Manual
i i o o n n s s f f o o r r S S K K T T - - S S P P - - M M G G S S Tangent Terminal and F F L L E E A A T T - - S S P P - - M M G G S S, e m m T T e e r r m m i i n n a a l l s s F F o o r r 3 3 1 1 ” ” M, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 B i l l o f M a t e r i a l s f o r S K T - S P - M G S, P l a n a n d E l e v a t i o n V i e w o f S K T - S P - M G S S y s t e m / F i g u r e 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-mgs-(31)---nchrp350-tl3---manual.pdf?sfvrsn=88556d2d_144013615201-PLANS-05-LIGHTING
G U L F W A T E R W A Y B a y Pt. Rd. 14 23 26 28 R o a d 27 Roberts Bay, PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/44013615201-plans-05-lighting.pdf?sfvrsn=f056738b_145136115201-PLANS-01-ROADWAY_PHIIR
(FEDERAL FUNDS) 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 . FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST SHEET, C I L I S S O R . W W E R D 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 UTILITY ADJUSTMENTS 27 - 30 CROSS SECTIONS 16 - 17 SPECIAL DETAILS 14 - 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27112/45136115201-plans-01-roadway_phiir.pdf?sfvrsn=8362d57e_1RGeneralConstructionOpertaionse
t i o n a l s e t b a c k ( d e f l e c t i o n ) s p a c e . 1 0 . S e t b a c k r e q u i r e m e, d i t i o n a l s e t b a c k d i s t a n c e f o r A P L 9 . T h e r e q u i r e m e n t s o f t h i s I n d e x d o n o t a p p l y t o T e m p o r a r y L o w P r o f i l e B a r r i e r , S e e I n d e x 1 0 2 - 1 2 0 . o r t h e A P L . 8 . A n c h o r a b u t t i n g s e g m e n t s o f t, n I n d e x 1 0 2 - 1 1 0 c o n s i s t i n g o f l o n g i t u d i n a l l y p r e s t r e s s e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rgeneralconstructionopertaionse.pdf?sfvrsn=b14743da_1RIncidentalConstruction
' M a x . T o B o t t o m O f S i g n 1 2 " 7 ' * Bridge Mounting Details, MOUNTING FIGURE - E FIGURE - F FIGURE - G and inside edge of sign will vary with condition at job, Of Roadway Travel Way 6" Min. Height Type F Curb 18" 18" With Gates Flashing Signal Gate, single bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners: coated, FOR NON-CONTINUOUS RAILINGS ON GRADES STEEPER THAN 5% G r a d e S i d e w a l k T o p o f e x t e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rincidentalconstruction.pdf?sfvrsn=c6316472_1RIncidentalConstruction
9 ' M a x . T o B o t t o m O f S i g n 1 2 " 7 ' * Bridge Mounting, SUPPORT MOUNTING FIGURE - E FIGURE - F FIGURE - G and inside edge of sign will vary with condition, Crown Of Roadway Travel Way 6" Min. Height Type F Curb 18" 18" With Gates Flashing Signal Gate, ” diameter single bolt option, Grade 36 a. Hex Head Bolts: ASTM A 307 F. Galvanized Steel Fasteners, p o f e x t e n s i o n a t l a n d i n g H o r i z o n t a l h a n d r a i l o f r a i l i n g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rincidentalconstruction.pdf?sfvrsn=4ef502f9_4