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Exhibit 222-1
F F MEDIAN CROSSINGS G G DEPRESSED SIDEWALK RAISED SIDEWALK SECTION F-F SECTION G-G Median Median Median Median Transition Slope Transition Slope Face Of Curb Face Of Curb Face Of Curb Face Of Curb Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) 2' Detectable Warnings 2' Detectable Warnings 2' Detectable Warnings 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-222-1.pdf?sfvrsn=35d35ee1_1Exhibit 230-10
A H E A D A H E A D 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L UPPER CHIPOLA TRAIL LEGEND Direction of Traffic FOR FLORIDA NATIONAL SCENIC TRAILS TYPICAL SIGNING AND PAVEMENT MARKING 01/01/2024 EXHIBIT 230-10 UPPER CHIPOLA TRAIL 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L NOT TO SCALE 500' 500' RS-068 TRAIL MARKER W 1 6 - 7 P L W 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-10.pdf?sfvrsn=1cebd94f_120230717_437427-1_CR120_27503
h T y p e C l a s s E x t e n t A 20' E R1 I 5.0 5.0 LR=10'' F B 200' E R1 N 3.1 3.1 FF =11.1" F C 600' E R1 O 0.8 0.8SAHM=4.5" F D 100' E L1 I 0.7 0.7SAHM=3.8"0.7S IB L F E 400' E L1 O 0.9 0.9SAHM=4.2" F F 40' W L1 N 0.8 0.7 1.5SAHM=3.7"1.5B IB L F G 200' W L1 O 1.8 1.8 LR=4.3" F H 571' W L1 I 1.4 1.4 LR 1.4S IB L F I100' W R1 N 1.7 0.6 2.3SAHM=4.1" F J 364' W R1 O 0.9 0.9 LR=4.8" 0.9B II M P Remarks: Cores A-E were taken on the Georgia side, F - J were taken
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/27/20230717_437427-1_cr120_27503.pdf?sfvrsn=3fa7ef3d_120240423_ISD_Presentation_Bay
representive K E Y F E A T U R E S FlexibleScheduling:RiderscanrequestridesMonday, :13Minutes AverageTipLength:6Miles AverageTravelTime:14Minutes M A R K E T I N G E F F, . M A R K E T I N G E F F O R T S EBLAST DistributeEblasttocurrent OnDemandriders. M A R K E T I N G E F F O R T S DIGITALADDS •DigitaladsrunontheFacebookandInstagramplatforms •AdstargetcurrentandpotentialOnDemandriders M A R K E T I N G E F F O R T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/grantdocs/20240423_isd_presentation_bay.pdf?sfvrsn=dab12fc8_1D9480004.do
,resin impregnated, flexible tubing that meets the requirements of ASTM D 5813 and ASTM F 1216, or ASTM F 714 with a minimum cell classification of 335420c. (2)Polyvinyl Chloride: Deformed polyvinyl chloride pipe liner shall meet the requirements of ASTM F 1504 and shall have a minimum cell, the requirements of ASTM D 3550 or ASTM F 714 and shall have a minimum of cell classification of 335420c. (2, the requirements of ASTM F 894 and shall have a minimum cell classification of 335420c. (3)Polyvinyl
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9480004.do.pdf?sfvrsn=8125e926_0400-090
: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX A P P R O A C H S L A B S ( 3 0 F T . ) ( F L E X I B L E P A V E M E N T A P P R O A C H E S ) 1 1 / 0 1 / 2 2 1 2 4 0 0 - 0 9 0 o f B e n t C a p ( F l a t S l a b B r i d g e ) o r G i r d e r B r i d g e ) o r E d g e B a c k F a c e o f B a c k w a l l ( B e a m P e r m i t t e d C o n s t r u c t i o n J o i n t & B o t t o m, q u i r e d b y t h e S p e c i f i c a t i o n s g u t t e r l i n e s w h e n d e c k p l a n i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-090.pdf?sfvrsn=979db793_2Basic Acoustic and Traffic Noise Concepts PDF
Florida Department of Transportation Lesson Tw o Basic A coustic and Tr a f fic Noise, Lesson 2: Basic A c o ustic and Tr a f fic Noise Concepts Florida Department of Transportation What is Noise? Noise is unwanted sound 3 Lesson 2: Basic A c o ustic and Tr a f fic Noise Concepts Florida Department of Transportation 4 Lesson 2: Basic A c o ustic and Tr a f fic Noise Concepts, of Transportation 5 Lesson 2: Basic A c o ustic and Tr a f fic Noise Concepts 3 Basic Dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/noise/basic-acoustic-and-traffic-noise-concepts8298ae15150349b1b73e6bbf2ca68c78.pdf?sfvrsn=d7b7c4c0_3MFF Project Sheets_No Const Year_09152023_05
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative, Road (S.R.) 29 from County Road ( C . R . ) 8 4 6 E a s t t o N e w M a r k e t R o a d F U N D I, t r u c t a n e w a l i g n m e n t o f S . R . 2 9 a s a f o u r - l a n e d i v i d e d r o a d, h e d e s i g n w i l l h a v e f o u r 1 2 - f o o t t r a v e l l a n e s w i t h c u r b a n d g u t t e r o n b o t h s i d e s , a 2 2 - f o o t m e d i a n , a n d 1 2 - f o o t s h a r e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_05.pdf?sfvrsn=ea2568ec_120230829_440511-8_SR 685_10020
M E N T C O N D I T I O N COMMENTS 1 0.015 ML R1 N 1.2 0.6 0.5 2.3 2.9 F 2 0.036 ML, OR N 1.3 1.1 2.4 3.1 F Parking. Base is SHEL/edge of BRCK. 5 0.134 ML R2 Y 1.9 1.3 3.2 8.3 3.2 A II M P 6 0.145 ML R3 N 1.7 0.7 0.8 3.2 7.1 1.7 A II S P 7 0.178 TL RL N 1.4 3.3 4.7 18.1 F 8 0.232 S OR N 1.6 0.5 1.3 3.4 9.2 F Parking. 9 0.200 ML R1 N 1.5 2.6 4.1 19.9 0.0 F 10 0.242 ML R1 N 1.2 1.1 2.3 2.8 F 11 0.258 TL RL N 1.8 3.3 5.1 17.4 F 12 0.296 ML R2 N 1.4 1.0 1.8 4.2 2.8 F 13 0.307
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230829_440511-8_sr-685_10020.pdf?sfvrsn=a0ed15c2_1Redlines Exhibit 120-3
1 7 ' 1 0 / 5 / 2 0 2 3 1 : 0 3 : 0 7 P M 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, - 2 3 . 0 0 4 , F . A . C . 3 N O . S H E E T F I N A N C I A L P R O J E C T I D 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-120-3.pdf?sfvrsn=19f3a94f_1SP0070104-2
are located within 660 feet of the project as shown in the Plans: Nest # ( n o t e w h i c h b u f f er zone nest falls within) Nest # ( n o t e w h i c h b u f f er zone nest falls within) No constructi o n a c t i v i t i e s c a n o c c u r , i n c l u d i n g s t a g i n g o f e q u i p ment, within, . Construction activities more than 6 6 0 f e e t f r o m a n e s t may be conducted, at any time of year, o b s e r v e d , f o l l o w t h e b a l d e a g l e s p e c i e s g u i d e l i n e s p o s t e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0070104-20e4af4851da548cfb645bcf03fbb09e9.pdf?sfvrsn=53be921f_0SP0070104-2
are located within 660 feet of the project as shown in the Plans: Nest # ( n o t e w h i c h b u f f er zone nest falls within) Nest # ( n o t e w h i c h b u f f er zone nest falls within) No constructi o n a c t i v i t i e s c a n o c c u r , i n c l u d i n g s t a g i n g o f e q u i p ment, within, . Construction activities more than 6 6 0 f e e t f r o m a n e s t may be conducted, at any time of year, o b s e r v e d , f o l l o w t h e b a l d e a g l e s p e c i e s g u i d e l i n e s p o s t e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0070104-2.pdf?sfvrsn=14c2a78b_2SP0070104-2
are located within 660 feet of the project as shown in the Plans: Nest # ( n o t e w h i c h b u f f er zone nest falls within) Nest # ( n o t e w h i c h b u f f er zone nest falls within) No constructi o n a c t i v i t i e s c a n o c c u r , i n c l u d i n g s t a g i n g o f e q u i p ment, within, . Construction activities more than 6 6 0 f e e t f r o m a n e s t may be conducted, at any time of year, o b s e r v e d , f o l l o w t h e b a l d e a g l e s p e c i e s g u i d e l i n e s p o s t e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0070104-2.pdf?sfvrsn=61e29902_04600604.impl
subject to tension or reversal of stress. Twenty-five p e r c e nt o f e a c h j o i nt subject, shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum o f 2 5 % o f a l l f i l l e t o r p a r t i a l p e n e t r a t i o n g r o o v e w e l d s i n main, or reversal of stress. Twenty-five p e r c e nt o f e a c h j o i nt subject to only compression, . Perform Magnetic Particle Testing at the following frequencies: A minimum o f 2 5 % o f a l l f i l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4600604.impl.pdf?sfvrsn=213956d4_0D0080049.DO
HAZARDOUS OR TOXIC WASTE - MERCURY-CONTAINING DEVICES AND LAMPS. (REV 11-6-95) (FA 12-27-95) (7-00) SUBARTICLE 8-4.9 (Page 76) is expanded by the following: ThisContractmay require the removal and special disposal of mercury-containing devices. Contact _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , H a z a r d o u s W a s t e C o o r d i n a t o r , a t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f o r i n f o r mation relating to the identification and proper disposal of these hazardous waste
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0080049.do.pdf?sfvrsn=8a7d0c48_0D0080049.DO
HAZARDOUS OR TOXIC WASTE - MERCURY-CONTAINING DEVICES AND LAMPS. (REV 11-6-95) (FA 12-27-95) (7-00) SUBARTICLE 8-4.9 (Pages 76 and 77) is expanded by the following: ThisContractmay require the removal and special disposal of mercury-containing devices. Contact _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , H a z a r d o u s W a s t e C o o r d i n a t o r , a t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f o r i n f o r mation relating to the identification and proper disposal of these hazardous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d0080049.do.pdf?sfvrsn=3f4c27cd_0102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s, r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/102-120rl.pdf?sfvrsn=4f8c518_2102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s, r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/102-120rl26dac42d-fa7f-48f9-9aa0-c6400d140413.pdf?sfvrsn=290ef261_2102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f, " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/errata/102-120rl.pdf?sfvrsn=34daf0f5_2Figure 130.2.1 Redines
JANE ANN SMITH, P.E. NO. 12345 TALLAHASSEE, FL 32301 123 MAIN STREET ROADWAY DESIGN ENGINEERS, INC. ON ANY ELECTRONIC COPIES. SIGNATURE MUST BE VERIFIED ON THE DATE ADJACENT TO THE SEAL SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY STATE OF � � � No 12345 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 H T I M S N N A E N A J 2018.06.25 16:52:48 -04'00' Jane Ann Smith
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/figure-130-2-1-redlines.pdf?sfvrsn=ac771efb_2