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Exhibit 213-2
¡ APPROACH ROADWAY ROUNDABOUT HIGH SPEED APPROACH DETAILS 200' LOW-SPEED ROADWAY TRANSITIONAL ROADWAY SUPERELEVATION = N.C. HIGH-SPEED ROADWAY TYPE F CURB TYPE F CURB TYPE RA CURB EXIT CURVE EXTEND NOSE BEYOND DETAIL A DETAIL B R 65' MIN. FACE TO FACE OF CURBS * 15' MINIMUM CLEARANCE TYPE D CURB 15' MIN.* DESIGN SPEED APPROACH ROADWAY ö 65 MPH 60 MPH 55 MPH 50 MPH, NOT TO SCALE LANE EDGE LINE O F F S E T L E F T 01/01/2025 EXHIBIT 213-2 DETAIL A DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-213-2.pdf?sfvrsn=a4a20103_15 Star Cleaning and Transport
We are a South Florida-headquartered, DBE & ACDBE Certified business, owned by Gerald A. Thomas. We utilize E-Ve r i f y, promise quality, reliable cleaning service, adherence to work requests, and environmentally safe products. CORE COMPETENCIES DIFFERENTIATORS a Janitorial & Maintenance, | Nashville School Board • MLS STA F F I N G | M i a m i Airport, Fort Myers, Orlando, Denver, and Charlotte • ALL PURPOSE STA F F I N G | Jacksonville, FL PAST PERFORMANCES • 5-Star Cleaning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/dbe-supportive-services/5-star-cleaning-and-transport.pdf?sfvrsn=b2b5b5e0_1Exhibit 213-2
¡ APPROACH ROADWAY ROUNDABOUT HIGH SPEED APPROACH DETAILS 200' LOW-SPEED ROADWAY TRANSITIONAL ROADWAY SUPERELEVATION = N.C. HIGH-SPEED ROADWAY TYPE F CURB TYPE F CURB TYPE RA CURB EXIT CURVE EXTEND NOSE BEYOND DETAIL A DETAIL B R 65' MIN. FACE TO FACE OF CURBS * 15' MINIMUM CLEARANCE TYPE D CURB 15' MIN.* DESIGN SPEED APPROACH ROADWAY ö 65 MPH 60 MPH 55 MPH 50 MPH, NOT TO SCALE LANE EDGE LINE O F F S E T L E F T 01/01/2025 EXHIBIT 213-2 DETAIL A DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-213-2.pdf?sfvrsn=90a7c8a_1SPI-425-053
Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2025-26 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria FDOT Design Manual, pipe sizes for concrete pipe: For 2’6” Inlet Inside Width (Type F): 18” For 4’0” Inlet Inside Width (Type F): 30” For 4’10”/ 5’0” Inlet Inside Width (Type G): 42” Sizes for other types of pipe, Item number Item Description Unit Measure 425-156- Inlets, Ditch Bot, Type F EA 425-157- Inlets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-053.pdf?sfvrsn=1c58e0a6_120240530_451331-1_SR 600_10030
1.3 3.0 7.3 3.0 A II S F 6 2.135 ML L2 Y 0.7 0.8 0.8 0.9 3.2 7.8 3.2 A II M F 7 2.148 ML R1 N 1.3, UNK 2.0 B III S F Unable to determine depth of SSG due to CONC base. 10 2.149 ML L2 N 0.8 1.2 2.0 UNK 2.0 B III M F 11 2.157 ML R3 N 1.2 3.0 4.2 13.5 F 12 2.159 ML R2 Y 0.8 2.4 1.7 1.1 6.0 10.0 10.0 6.0 B III S F 13 2.161 ML L3 Y 0.8 0.8 0.7 0.9 3.2 8.8 3.2 A III M F 14 2.177 ML L2 Y 0.7 0.9 0.9 0.4 2.1 5.0 13.0 5.0 B III M F 15 2.179 ML R1 Y 1.0 0.8 0.8 0.6 3.2 UNK 3.2 C II M F Possible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240530_451331-1_sr-600_10030.pdf?sfvrsn=4cd0621c_1SR 80 Boards - Directional Concept
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 . C2TSTA.1093+19.27TOSTA.1191+34.76 CONTEXTCLASSIFICATION=C3CSTA.1079+57.00TOSTA.1093+19.27 45MPHSTA.1152+80.36TOSTA.1191+34.76 35MPHSTA.1117+16.36TOSTA.1152+80.36 DESIGNSPEED=45MPHSTA.1079+57.00TOSTA.1117+16.36 DESIGNHOURT=4.0% K=9%D=55.8%T=8.1%(24HOUR) ESTIMATEDDESIGNYEAR=2025AADT=26,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/sr-80-boards---directional-concept.pdf?sfvrsn=8cf0bb2c_1MPOAC-Policy-and-Tech-AgendaJuly132017
Guidance Review and Federal Infrastructure B i l l C a r l M i k y s k a D e v e l o p m e n t o f M P O A C F i n a n c i a l G u i d e l i n e s f o r L R T P s CarlMikyska ImplementationofPerformanceMeasuresbyFloridaMPOs CarlMikyska Meeting D a t e s f o r 2 0 1 8 C a r l M i k y s k a M e m b e r Comments A l l M P O A C T h e F lorida Metropolitan Planning Organization Advisory Council Carl
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/mpoac-policy-and-tech-agendajuly132017.pdf?sfvrsn=e84f69c8_13200603.resp
. Response: Regarding the 280°F minimum for all mixes: While 280°F may be an appropriate minimum windrow, in a windrow and in a truck (in order to keep everything the same) having a “Compaction Temp - 30°F, windrow temp of 290°F, which is too high. As such, we are setting the minimum temperature for mix in a windrow as, “Compaction Temperature - 40°F”. T h i s w a s d i s c u s s e d b e t ween State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3200603.resp.pdf?sfvrsn=3b0579ab_020250310_210595-2_SRA1A_74110
ABC=5.3" F 2 0.500 R1O 1.1 1.7 1.3 0.5 4.6 LR 1.7B II M P 3 1.000 R1O 1.3 1.3 5.0 0.7 8.3 LR 1.4B, 1.3 1.5 1.9 1.6 1.0 0.7 8.0SBRM=4.0" F 125.500 R1O 1.3 1.5 1.7 2.8 0.7 8.0 SBRM 8.0B IB L P, 1.2 1.5 2.3 0.7 5.7 LR=9.8" 2.5B IIIM P 161.900 L1 N 1.4 1.5 2.7 0.6 6.2 LR F 172.337 L1 O 1.3 2.0, 5.5SBRM=2.0"1.1B II M P 203.680 L1 I 1.3 2.2 3.5 LR F ROUNDABOUT with CR 108 Remarks: Super elevated, 1.2 1.4 1.3 3.5 0.8 8.2 STAB 8.2B IIIM P 261.000 OR N 1.3 2.2 3.5 ABC=3.7" F 272.000 OR N 1.8 1.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20250310_210595-2_sra1a_74110.pdf?sfvrsn=7a6653e4_1HO_Summary-of-Targets-in-FL_230714_v4
State DOTs a n d M P O s m u s t s e t t a r g e t s f o r fi v e p e r f o r m a n c e m e a s u r e s t h a t a s s e s s t h e n u m b e r a n d r a t e o f f a t a l i t i e s a n d s e r i o u s i n j u r i e s o n a l l p u b l i c r o a d s , i n c l u d i n g s p e c i fi c t a r g e t s r e l a t e d t o v u l n e r a b l e r o a d u s e r s . F D OT established statewide targets in August 2024 for calendar year 2025. Given FDOT’s firm belief that every life counts, the statewide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/ho_summary-of-targets-in-fl_230714_v4.pdf?sfvrsn=dc053745_720250604_447428-1_SR 35_16030
0.8 2.1 1.3 4.2 13.5 4.2 B II M F 2 27.910 ML R1 Y 1.4 0.9 1.4 3.7 11.0 2.8 B II S P 3 24.948 ML R2, 7 24.352 ML L1 Y 0.6 2.5 1.9 5.0 13.5 13.0 F Bottom up crack 8 28.449 ML L2 N 1.4 1.6 1.4 1.4, R1 Y 0.8 1.5 0.9 3.2 13.0 17.0 F 12 24.037 ML R2 Y 0.8 2.5 0.9 4.2 12.0 F 13 24.256 ML R1 N 0.9 2.2 0.9 4.0 12.5 F 14 24.534 ML R2 N 0.8 2.6 0.8 4.2 10.0 F 15 24.769 ML R1 N 1.0 1.5 1.2 3.7 14.0 F, P 18 25.110 ML R1 Y 1.5 2.5 4.0 13.0 2.5 B IB L F 19 25.215 ML R2 Y 1.5 1.9 0.6 4.0 7.0 14.0 F 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250604_447428-1_sr-35_16030.pdf?sfvrsn=d663cd36_1Exhibit 916-2 Redlines
. WALKER, 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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-916-2-redlines.pdf?sfvrsn=5355698a_1Exhibit 916-2
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-916-2.pdf?sfvrsn=cceefb04_1Exhibit 916-4
BOX 125 ROADWAY ENGINEERS, INC. 12345 LICENSE NUMBER: JOE ENGINEER, 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 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 . ENGINEER OF RECORD X ERCP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-916-4.pdf?sfvrsn=a80ca99b_1Exhibit 213-2
¡ APPROACH ROADWAY ROUNDABOUT HIGH SPEED APPROACH DETAILS 200' LOW-SPEED ROADWAY TRANSITIONAL ROADWAY SUPERELEVATION = N.C. HIGH-SPEED ROADWAY TYPE F CURB AND GUTTER TYPE F CURB AND GUTTER TYPE RA CURB EXIT CURVE EXTEND NOSE BEYOND DETAIL A DETAIL B R 65' MIN. FACE TO FACE OF CURBS * 15' MINIMUM CLEARANCE TYPE D CURB 15' MIN.* DESIGN SPEED APPROACH ROADWAY ö 65 MPH 60 MPH, D 7 : 1 T A P E R NOT TO SCALE LANE EDGE LINE O F F S E T L E F T 01/01/2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-213-2.pdf?sfvrsn=eba79ef3_3SPI-425-053
Standard Plans Instructions Topic No. 625-010-003 Index 425-053 Ditch Bottom Inlet Types F and G FY 2026-27 1 Index 425-053 Ditch Bottom Inlet Types F and G Design Criteria and Guidance FDOT, . Recommended maximum pipe sizes for concrete pipe: For 2’6” Inlet Inside Width (Type F): 18” For 4’0” Inlet Inside Width (Type F): 30” For 4’10”/ 5’0” Inlet Inside Width (Type G): 42” Sizes for other, . Payment Item number Item Description Unit Measure 425-156- Inlets, Ditch Bot, Type F EA 425-157
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-053.pdf?sfvrsn=a431fd35_141754055201-PLANS-01-ROADWAY-COREBORINGS_2
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad-27115/41754055201-plans-01-roadway-coreborings_2.pdf?sfvrsn=1578cfe4_1455-002
f i l l h o l e w i t h E p o x y c o m p o u n d ( s e e S p l i c e D e t a i l s ) p r e f o r m e d h o l e s " Ø D r i l l e d o r Ƃ 1 D o w e l s N o . 1 0 e p o x y c o m p o u n d F o r m t o r e t a i n F u l l e p o x y c o m p o u n d j o i n t S e e S e c t i o n F - F . s t e e l c a s t w i t h p i l e . A u x i l i a r y r e i n f o r c i n g D e t a i l A S e e D o w e l s N o . 1 0 D e t a i l A S e e D o w e l s N o . 1 0 B u i l d - u p F u l l l e n g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-002.pdf?sfvrsn=61cb0e4e_1BIncidentalConstruction
M D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/bincidentalconstruction.pdf?sfvrsn=b9a8767d_1452826-1_Draft_TSP
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 R E T, 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, F EXISTING CURB TYPE F EXISTING GROUND NATURAL 6' SIDEWALK CONCRETE EXISTING SIDEWALK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/452826-1_draft_tsp.pdf?sfvrsn=14d7fce4_1