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45373015201-REPORTS-GEOTECH
. Reviewed published soils and topographic information. This published information was obtained f r om t he appropriate F lorida Q uadrangle Map published by the United States Geological Survey (USGS, . 6. Visually c l a s s i f i ed the soil s amples i n the l aboratory using the American Association, No. 6511-21-321 Page 3 of 7 Canaveral F ine Sand ( S oil Map U n i t 8): The C a naveral c, and s oil boring l o c ations were recorded in t he f i eld by a r e presentative of Tierra using
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a l a t o p e n j o i n t s ) B a r s 5 S 2 ( T y p i c a l a t o p e n j o i n t s ) � o f O p e, 5 2 1 - 5 1 3 ) T - F o o t i n g ( 5 V 2 ) ( I n d e x 5 2 1 - 5 1 3 ) T - F o o t i n g ( 5 V 2 ) Varies 2 ' - 5 " BAR 5R3 BAR 5R2, " Open Joint * CAST-IN-PLACE D R A F T 8 / 1 / 2 0 2 3 1 0 : 4 9 : 2 0 A M R E, i n t s ) B a r s 5 S 2 ( T y p i c a l a t o p e n j o i n t s ) � o f O p e n J o i n t " Ɓ 3
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n j o i n t s ) B a r s 5 S 2 ( T y p i c a l a t o p e n j o i n t s ) � o f O p e n J o i n t, ' - 9 " 6" " 4 1 5 2 ' - 2 " ( I n d e x 5 2 1 - 5 1 3 ) T - F o o t i n g ( 5 V 2 ) ( I n d e x 5 2 1 - 5 1 3 ) T - F o o t i n g ( 5, 3 " Open Joint * 4 3 Ƃ" Open Joint * Ƃ" Open Joint * CAST-IN-PLACE D R A F T 9 / 1 4, e n j o i n t s ) � o f O p e n J o i n t " Ɓ 3 B a r s 5 S 1 6 " S p a c i n g ( T y p . ) 1 8
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KEY WEST CITY LAKE F L O R I D A ' S BEACH LINE CONTRACT NO. CONSTRUCTION SHEET, RIDGE ROAD (CR 896) STA 122+03.85 BEGIN PROJECT STA 148+31.68 END PROJECT 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 . LIGHTING ROLL PLOT ITS
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----------------- F ----------------- lbf Pound force cfs, CFS Cubic Feet Per Second FAC Florida Administrative, Bottom Inlets - Types F and G 110-100 Tree Protection and Preservation 425-054 Ditch Bottom Inlet, A-A to correctly reflect correct geometry. Sheet 4: Corrected reference in Detail F. Sheet 5: Added, Curve P C O r P T O f C u r v e d 1 1 d W 2 W 2 W W 0 . 0 6 0 . 0 6, � ( V a r i e s , 1 0 0 ' M i n . ) F r o m N o r m a l S t r a i g h t L i n e S u p e r e l e v a t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e4.pdf?sfvrsn=9bc213e4_2Median Width DVM 447880-1 (Signed)
COURSE FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) LIMITS OF CONSTRUCTION EXIST. TYPE F C&G NATURAL, (50' MIN.) M A T C H E X I S T . TYPE F C&G SEE INDEX 520-020 TYPE I CONCRETE (OPTION, OF CONSTRUCTION 4" VARIES 1 1/2" MIN 12" MIN. VARIES TYPE F CURB AND GUTTER OR CURB PAD, 70646 LICENSE NUMBER: JOSEPH R. BAAN, 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
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Quantity Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 MAINTENANCE, Pay Item Description Units of Measure Number Required Duration (Days) P F P F Units P F Const, Item Description Units of Measure Length (FT) Width (FT) P F P F Units P F Const. Phase Alignment, Units of Measure Duration (Days) Length (FT) P F P F Const. Phase Alignment Begin Station
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----------------- F ----------------- lbf Pound force cfs, CFS Cubic Feet Per Second FAC Florida Administrative, Bottom Inlets - Types F and G 110-100 Tree Protection and Preservation 425-054 Ditch Bottom Inlet, A-A to correctly reflect correct geometry. Sheet 4: Corrected reference in Detail F. Sheet 5: Added, Curve P C O r P T O f C u r v e d 1 1 d W 2 W 2 W W 0 . 0 6 0 . 0 6, � ( V a r i e s , 1 0 0 ' M i n . ) F r o m N o r m a l S t r a i g h t L i n e S u p e r e l e v a t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e5.pdf?sfvrsn=4b258559_14550502DB.FHWA
: StateSpecifications and Estimates Office Section 455 Proposed S p e c i f i c a t i o n : S P 4 5 5 0 5 0 2 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, . 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, A n a l y s i s f o r P i l e s ( WEAP) programs to evaluate the suitability of the proposed driving, described in 455-5.2. (b) R e q u i r e d E q u i p ment F o r D r i v i n g : H a m mer acceptance
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33830-3809 KELLIE F. SPURGEON, P.E. NO 66484 ESTIMATED QUANTITIES REPORT 3. Match the pay item, Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design Notes, 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/DA 120, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0710 11241 Painted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44629015201-estimates-quantities_phiv.pdf?sfvrsn=23bfba4e_1Appendix A - Class I and II Railroad Data Sheets_Oct2023_ADA
Signals No Maximum Allowable Gross Weight 286,000 lbs Clearances AAR Plate F, Double Stack (10’02” ATR, Passenger 79 mph Wayside Signals Yes Maximum Allowable Gross Weight 286,000 lbs Clearances AAR Plate F, lbs. Clearances AAR Plate F, Double Stack (10’02” ATR) Current Traffic Density (year) 0 – 10 MGT, . Clearances AAR Plate F, Double Stack (20’02” ATR) Current Traffic Density (year) 0 – 10 MGT Average, AAR Plate F, Double Stack (20’02” ATR) Current Traffic Density (year) 0 – 5 MGT Average Number
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Circle *** Anchor M i n . 1 ' - 1 ƀ " R a i l i n g o r C u r b T r a f f i c o r P e d e s t r i a n / B i c y c l e or Curb similar Pedestrian, i e s S p a c i n g B a r s 4 F 4 & 4 F 5 ( p a i r s ) Varies 1'-0, B i c y c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top, *** Anchor R a i l i n g o r C u r b T r a f f i c o r P e d e s t r i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-660.pdf?sfvrsn=4ed400b2_1Governing-Board-meeting-packet-July-2019
of the evaluation was included in the agenda packet (Item 6E). F. FLORIDA DOT PRESENTATION OF ROUNDABOUTS
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and specifically identify the affected activities by identification number. d. I d e n t i f y a n y a n d, , and their installation and testing. 3. S h o w a c t i v i t i e s o f t h e D e p a r t ment, . Detailed S c h e d u l e D a t a : s h a l l c o n f o r m t o t h e f o l l o w i n g : 1 . A l l a c t i v i t i e s s h all b e a s s i g n e d t o a s p e c i f i c c a l e n d a r w i t h i n t h e s o f t w a r e . S p e c i f i c c a l e n d a r s w i l l b e d e f i n e d w i t h i n t
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R e v i e w e d B y : M o d i f i e d B y : C o mpleted By: MLS Interface Control Document, ATMS Advanced T r a f f i c M a n a g e ment S y s t e m D O T D e p a r t ment o f T r a n s p o r t a t i o n F D O T Florida D e p a r t ment of Transportation ITS Intelligent Transportation S y, D SoftwareDesignDocument SwRI Southwest R e s e a r c h I n s t i t u t e T M C T r a f f i c M, -MLS-ICD-7.0 2 1 . S c o p e 1 . 1 D o c u m e n t I d e n t i f i c a t i o n T h i s I n t e r f
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Operational Conditions and Accommodate Projected Travel Demand Multiple segments operating at LOS F, Legend: ≤ LOS C LOS E LOS D LOS F N O B U I L D 2 0 4 5 E X I S T I N G 2 0 2, 3 5 A v e S W 1 3 3 A v e S W 1 2 9 C t B F D Turning Delay 8.2 min Turning, min F F Turning Delay 2.2 min Turning Delay 26.5 min Turning Delay 7.6 min F * 4 min 9 min Quail Roost Drive C F D S W 1 3 7 A v e S W 1 3 4 A v e S W 1 3 2 A v e S W
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*** Anchor M i n . 1 ' - 1 ƀ " R a i l i n g o r C u r b T r a f f i, s S p a c i n g B a r s 4 F 4 & 4 F 5 ( p a i r s ) Varies 1'-0" M i, c l e P e d e s t r i a n / T r a f f i c o r 12~5G @ 6" (Top & Bottom, i n g o r C u r b T r a f f i c o r P e d e s t r i a n / B i c y, " 7 " 5 " 8 " 5 " 7 " 8 " 2 ' - 6 " & 4 F 5 ( p a i r s ) S p a c i
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c i f i c a t i o n : 5 7 1 0 0 0 0 P l a s t i c Erosion Mat Dear Mrs. McCarthy: We, change, please call Duane F. Brautigam, State Specifications Engineer at 414-4110. Sincerely, S i g n a t u r e o n F i l e D u a n e F . B r a u t i g a m, 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 F B / f t A t t a c h ment cc: General C o unsel FloridaTransportation
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and Washer (Typ.) Elbow 1" Min. Conduit with T i e B a r s ( S e e F o u n d a t i, " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u n d a t i o n D e p t h ( S e e T a b l e, ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o
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.155 Y R1 N 1.10 1.00 2.10 9.0 10.0 1.00 B IB L F .10 2.60 SSG: LIGHT BROWN SAND W 2 .305 Y R3 Y, BROWN SAND W 13 1.722 Y R1 N 1.20 1.40 1.20 3.80 11.0 10.0 .20 B IB L F .10 2.60 SSG: LIGHT BROWN SAND, L1 Y .60 .80 1.40 6.0 8.0 F I 2.10 CREEK ST FRONTAGE RD 21 .943 Y L1 Y .80 .90 .70 2.40 5.0 11.0 F O 2.10 NW 68 AVE FRONTAGE RD 22 1.048 Y R1 N .90 .60 .70 2.20 11.5 7.0 F O 1.00 NW 68 AVE FRONTAGE RD 23 1.148 Y L1 Y 1.10 .50 .70 .70 3.00 8.0 8.0 F O 2.10 NW 68 AVE FRONTAGE RD 24 1.218 Y R1 Y
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