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44629015201-PLANS-01-ROADWAY_PHIV
STATE OF � � � No 66484 E S N E C I L N O E G R U P S . F E I L L E K 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 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 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 . 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44629015201-plans-01-roadway_phiv.pdf?sfvrsn=bd070129_120240423_449818-1_SR-A1A_88070
Y .90 2.80 3.70 7.0 F 6.00 SG:A-3 W/ FEW LR FRAGME 2 .255 Y TL Y 1.00 1.20 2.20 6.0 F 1.40 SG:A-3, 3.60 6.0 F 6.10 SG:A-3 W/FEW SHELL FRAG 5 1.182 Y R1 Y .80 2.20 1.00 4.00 7.0 .20 C II L F 1.80 SG:A-3 6 1.450 Y TL Y 1.10 3.00 4.10 6.0 .50 C II L F 3.40 SG:A-3 W/FEW SHELL FRAG 7 1.752 Y L1 Y 1.00 4.50 5.50 5.0 F 3.40 SG:A-3 W/TRACE SHELL FR 8 2.013 Y OL Y 1.30 .40 1.70 7.0 F 1.10 SG:A-3 9 2.280 Y R1 Y 1.00 2.60 1.40 5.00 8.0 .20 C II L F 3.70 SG:A-3 10 2.405 Y TL Y 1.00 2.10 1.90 5.00 5.0 F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/88/20240423_449818-1_sr-a1a_88070.pdf?sfvrsn=fc6b539d_120240528_449205-1_SR 686_15030
0.3 7.5 6.8 4.5 C III M P 2 2.384 ML R1 Y 0.9 2.3 1.8 2.2 1.1 0.6 8.9 7.1 12.0 4.1 A II M F 3 2.399, 3.5 C III M F 5 0.870 ML L2 Y 1.2 2.0 2.3 5.5 2.8 4.2 B III M F 6 0.875 ML R1 Y 1.0 3.5 5.6 2.2 0.8 0.7 13.8 8.2 F 10 0.921 ML R2 Y 1.4 2.0 4.4 7.8 6.9 3.4 B II L F 11 0.940 ML L3 N 1.0 1.5 2.5 5.0 6.2 F 13 0.983 ML L1 Y 0.8 2.0 1.2 2.5 1.0 0.5 8.0 7.5 8.0 A III M F Base crack. 14 0.991 ML R3 N 1.0 1.6 3.4 6.0 5.7 16.8 0.4 B IB L F Separation in SP-layer. 15 1.003 ML L2 Y 1.0 2.3 1.9 1.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240528_449205-1_sr-686_15030.pdf?sfvrsn=e566d25d_120250113_417540-5_SR 29_03080
N D I T I O N COMMENTS 1 36.610 ML R1 Y 1.5 1.3 1.2 4.0 3.5 12.0 4.0 C IB S F 2 36.610 S OR N 1.9 2.3 1.2 5.4 9.0 12.0 F 6' SHOULDER 3 36.668 GO GO N 1.6 2.0 1.3 4.9 10.0 12.0 2.5 C IB M F 4 36.730 ML R1 N 1.6 1.4 3.0 9.5 12.0 0.3 C IB L F 5 36.770 CO CO N 1.7 1.4 3.1 9.0 12.0 F 6 36.812 ML R1 Y 1.5 1.6 3.1 9.5 12.0 3.1 C IB S P 7 36.872 TL RL Y 2.0 1.9 3.9 8.5 12.0 0.9 C IB L F 8 36.892 CO CO Y 1.4 1.8 3.2 9.0 12.0 0.6 C IB L F 9 36.956 ML L1 Y 1.6 1.8 3.4 9.5 12.0 3.4 C IB S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250113_417540-5_sr-29_03080.pdf?sfvrsn=c1da120_120240223_450623-1_SR 60_92070
21.275 7.4 L2 0.2 4.0 4.2 SHCC 13.3 P Raveling 6 21.275 2.6 OL X 1.0 1.6 2.6 SHCC 13.7 F 7 21.465 2.1 OR X 0.8 5.0 6.5 ABC 0.7 F 8 21.465 9.3 R2 X 0.8 4.4 5.2 SHCC 7.3 P 9 20.670 9.6 L2 X 0.9 4.1 5.0 SHCC 10+ 1.1 SL I L F 10 20.670 2.5 OL X 1.1 4.4 5.5 SHCC 9.5+ F Slight Raveling 11 20.475 4.7 R1 1.0 4.1 5.1 SHCC 12.4 0.8 SL I L F 12 20.625 3.0 R1 X 1.0 4.0 5.0 SHCC 15.3 F Slight Raveling 13 20.650 9.7 MXO X 6.3 6.3 SHCC 8.7+ F 14 20.673 4.4 R1 2.3 2.6 4.9 SHCC 12.4 2.2 SL II M P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/92/20240223_450623-1_sr-60_92070.pdf?sfvrsn=e60049c3_10070202.FHWA
: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : 0 0 7 0 2 0 2 L e g a l, 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 / d t, r a c t o r i n i t i a t e d S W P P P m o d i f i c a t i o n s ( d ) P e r f o r ming i n s p e c t i o n s u s i n g a q u a l i f i e d i n s p e c t o r ( e ) C o mpletion o f S W P P P c o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0070202.fhwa.pdf?sfvrsn=53ffccee_020250627_450727-1_SR 865_12004
G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st Lane Right, S S S L O P E ( % ) 4 COMMENTS 3 1.183 TL C N 0.9 1.5 1.0 3.4 9.7 F 0.0 0.0 3.20 0.3-inch scarring. 6 1.321 TL RL N 0.9 2.9 3.8 6.7 0.7 B IB L F 0.0 0.0 3.10 9 1.429 GO GO N 1.1 2.2 3.3 10.5 F 0.0 0.0 0.50 CO-Gore. 16 1.710 TL C N 0.7 3.3 4.0 14.0 F 0.0 0.0 0.85 19 1.830 TL RL Y 1.0 2.8 3.8 13.0 F 0.0 0.0 2.70 24 1.978 TL C N 1.1 2.9 4.0 9.1 F 0.0 0.0 5.50 27 2.133 TL LL N 0.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250627_450727-1_sr-865_12004.pdf?sfvrsn=5e36363a_120240606_441105-1_SR _02000027
D I T I O N COMMENTS 1 1.625 ML R2 N 1.3 3.9 5.2 5.8 12.0 F 2 1.665 ML L1 N 1.7 3.6 5.3 5.5 12.0 F 3 1.725 ML R1 N 1.6 4.3 5.9 4.0 12.0 F 4 1.775 ML L2 N 1.6 1.6 7.4 12.0 F 5 1.835 ML R2 N 1.4 1.4 10.5 12.0 F 6 1.865 ML L1 N 1.3 1.3 10.6 12.0 F 7 1.915 TL RL N 1.5 0.8 2.3 8.3 12.0 F 8 1.965 TL LL N 1.3 0.9 2.2 9.8 12.0 F 9 2.015 ML R2 N 1.1 1.1 10.8 12.0 F 10 2.065 ML L2 N 1.4 1.4 9.5 12.0 F 11 2.115 ML R1 N 1.5 1.5 9.5 12.0 F 12 2.165 ML L1 N 1.4 1.4 9.5 12.0 F 13 2.215 TL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20240606_441105-1_sr-_02000027.pdf?sfvrsn=10d53319_144893615201-PLANS-01-ROADWAY_PH-IV
TO E OF CR 621 EAST 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 . 1 / 2 6 / 2 0 2 4 7 : 4 9 : 4 5 P M, MANAGER: ENGINEER OF RECORD: ROADWAY PLANS P : \ F D T 2 2 0 1 \ C A D D \ 4 4 8, NO. FINANCIAL PROJECT ID COUNTY 44893615201 HIGHLANDS SR 700 1 / 2 6 / 2 0 2 4 P : \ F D T 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893615201-plans-01-roadway_ph-iv.pdf?sfvrsn=4a638976_120121485201-01-ROADWAY-PLANS
l i v eRd. O l d C o m b e e R d . Tenoroc Mine Rd. Braddock Rd. R d . F B 4, TO REVIEWER 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, PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE F L O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/20121485201-01-roadway-plans.pdf?sfvrsn=1ad5c837_1Exhibit 230-9-10-14-15-16s
F O R H E R E S T O P A H E A D LEGEND Bike Lane Direction of Traffic, 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, 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, by the US Forest Service. NOTE: L A N E E N D S M E R G E L E F T E N D S L, T R A N C E / E X I T R A M P A L L E L E C T R O N I C T O L L I N G 4 . S T R I P I N G F O R M
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0.7 4.7 ABC=8.43.1B II M P 210.080R1O 1.5 0.9 2.4 LR F 310.755R1 I 1.3 1.1 0.5 0.2 0.7 0.8 4.6 LR, M P 611.696R1O 1.5 1.5 0.5 1.2 4.7 LR 4.7B II M P 711.730R1O 1.8 1.3 3.1 CONC F 812.100R1 I 1.8, 1.8 3.1 LR F 1113.400R1N 1.4 1.7 3.1 LR 1.4B IIIM P 1213.900R1 I 1.0 1.8 0.5 1.3 1.7 2.7 9.0 LR 2.8B IB L F 1314.326R1 I 1.0 1.3 0.5 1.5 1.2 0.7 6.2 LR 2.3B II M P 1414.841R1 I 1.3 5.4 2.0 2.2, 0.5 2.0 1.0 6.4 LR 0.2B IB L F 1710.200 L1 O 0.7 2.9 0.5 2.2 1.1 7.4 LR 0.2B IB L P 1810.819 L1 I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20231012_210447-5_sr16_78060.pdf?sfvrsn=1e2feb3d_120210623_210030-2_SR19_76020
1.6B II M P 2 11.782R1 I 1.1 1.6 3.7 6.4 LR=9.0 6.4B II M P 3 12.026R1 N 1.6 0.4 0.6 2.6 LR F 4, 1.4 1.5 0.5 0.6 0.7 4.7 LR 2.7B II L P 1114.900R1 I 1.7 1.5 0.5 0.5 4.2 LR F 1215.206R1 N 1.7 1.6, 0.5 1.8 5.8 LR F 1917.600R1 O 1.8 1.6 0.5 3.9 LR 2.4B II M P 2017.990R1 O LR B II M P small, =11.01.5B IIIM P 4517.800 L1 N 1.5 1.7 0.5 1.3 5.0 LR F 4618.137 L1 O 1.5 1.1 0.5 1.9 5.0 LR 2.9B IIIM P 4718.489 L1 N 1.4 1.5 0.5 0.7 2.2 6.3 LR 2.2B III L P 4818.800 L1 I 1.7 1.4 0.5 1.1 2.0 6.7 LR F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/76/20210623_210030-2_sr19_76020.pdf?sfvrsn=cc913bc3_3700-040IntReviewPkg
FY 2024-25 SHEET INDEX 'FJ' Bars @ 1'-0" Top 'FA' 3" Cover (Typ.) 6" (Typ.) ' F H ' B a r s @ 1 ' - 0 " T o p ' F C ' ' F E ' 'FA' 6 Spa. @ 4" #5 Ties 'FD' (Dia.) 3" Cover (Typ.) 3" Cover (Typ.) ' F C ' ' F E ' 'FD' (Dia.) 2'-0" (Min.) Finished Grade 3, 12" Max. Spaces @ Remaining #5 Tie Bars ' F A ' CSL Tube (Typ.) #5 Tie Bar Double Nut (Typ, Footing Footing ' F B ' Concrete Pedestal Pedestal Concrete #5 Ties (Closed Ties) FD Spaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-040intreviewpkg.pdf?sfvrsn=a40b15fa_1415-001IndReviewPkg
radii. Updated Type 9 to add F dimensions. Commentary/Background: Updated these Types to maintain, Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. D F H H E D B C B B B E D H B C No. of Laps = N J J J J J J B C D E F H K 45° Typical Number of C's = N-1 Number of B's = 2N-1 Number of D's = N-1 Number of Beams or Walls = N B F B C B D B E H, of closed turns at B = Overall Height C = Pitch B C D E B C C Threads B D C E F D B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/415-001indreviewpkg.pdf?sfvrsn=8f3ca840_1700-040IndReviewPkg
SHEET INDEX 'FJ' Bars @ 1'-0" Top 'FA' 3" Cover (Typ.) 6" (Typ.) ' F H ' B a r s @ 1 ' - 0 " T o p ' F C ' ' F E ' 'FA' 6 Spa. @ 4" #5 Ties 'FD' (Dia.) 3" Cover (Typ.) 3" Cover (Typ.) ' F C ' ' F E ' 'FD' (Dia.) 2'-0" (Min.) Finished Grade 3 " 4 " 2, . Spaces @ Remaining #5 Tie Bars ' F A ' CSL Tube (Typ.) #5 Tie Bar Double Nut (Typ.) Drilled, ' F B ' Concrete Pedestal Pedestal Concrete #5 Ties (Closed Ties) FD Spaces @ FE" #5 Tie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-040indreviewpkg.pdf?sfvrsn=7f02932e_1700-040FHWAReviewPkg
SHEET INDEX 'FJ' Bars @ 1'-0" Top 'FA' 3" Cover (Typ.) 6" (Typ.) ' F H ' B a r s @ 1 ' - 0 " T o p ' F C ' ' F E ' 'FA' 6 Spa. @ 4" #5 Ties 'FD' (Dia.) 3" Cover (Typ.) 3" Cover (Typ.) ' F C ' ' F E ' 'FD' (Dia.) 2'-0" (Min.) Finished Grade 3 " 4 " 2, . Spaces @ Remaining #5 Tie Bars ' F A ' CSL Tube (Typ.) #5 Tie Bar Double Nut (Typ.) Drilled, ' F B ' Concrete Pedestal Pedestal Concrete #5 Ties (Closed Ties) FD Spaces @ FE" #5 Tie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-040fhwareviewpkg.pdf?sfvrsn=2803e48d_1415-001IndReviewPkg
radii. Updated Type 9 to add F dimensions. Commentary/Background: Updated these Types to maintain, Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. D F H H E D B C B B B E D H B C No. of Laps = N J J J J J J B C D E F H K 45° Typical Number of C's = N-1 Number of B's = 2N-1 Number of D's = N-1 Number of Beams or Walls = N B F B C B D B E H, of closed turns at B = Overall Height C = Pitch B C D E B C C Threads B D C E F D B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/415-001indreviewpkgbd8eeb97-0373-48bf-960e-20fb8d275200.pdf?sfvrsn=fd943320_1415-001FHWAApproved
radii. Updated Type 9 to add F dimensions. Commentary/Background: Updated these Types to maintain, Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. D F H H E D B C B B B E D H B C No. of Laps = N J J J J J J B C D E F H K 45° Typical Number of C's = N-1 Number of B's = 2N-1 Number of D's = N-1 Number of Beams or Walls = N B F B C B D B E H, of closed turns at B = Overall Height C = Pitch B C D E B C C Threads B D C E F D B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/415-001fhwaapproved.pdf?sfvrsn=30e20c7f_1453561 TSP_draft
/bdetduzn STATE OF � � � No 69241 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 E L O O T . A A I N E V A L LAVENIA A. TOOLE, P.E., TYPICAL SECTION NO. 1 COVER SHEET SHEET DESCRIPTION NOT TO SCALE TRAFFIC DATA 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
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