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44737915201-PLANS-05-LIGHTING (1)
: LIGHTING PLANS INDEX OF LIGHTING PLANS FDOT PROJECT MANAGER: F L O R I D A ' S 9 / 3 0, ADJACENT TO THE SEAL SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY 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 . STATE OF � � � No 57629 E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-05-lighting-(1).pdf?sfvrsn=d835523e_120240729_414511-3_SR 700_09110
Widening Area / LR Base - 8.6 in / SAHM - 4.5 in 44 3.594 ML R1 Y 1.5 1.4 2.3 0.1 5.3 5.2 F 46 3.898 ML R1 Y 1.6 5.1 6.7 14.5 12.0 3.0 C III S P 48 4.146 ML R1 N 1.9 0.9 2.2 0.1 5.1 3.9 F 50 4.419 ML R1 Y 1.6 2.5 2.8 0.1 7.0 2.0 F Base Fell Apart 52 4.638 ML R1 Y 1.5 4.2 5.7 14.0 2.8 C II M, 0.1 5.1 5.0 F 58 3.986 ML L1 N 1.8 3.3 2.6 7.7 15.1 12.0 2.5 C III S P 60 3.738 ML L1 N 1.5 1.2 2.7 0.1 5.5 5.0 2.3 C III S P 62 3.505 ML L1 N 1.6 4.3 5.9 16.0 F 64 3.179 ML L1 Y 2.0 2.7 4.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20240729_414511-3_sr-700_09110.pdf?sfvrsn=c7559fb1_120241125_425501-1_SR 43_10010
A V E M E N T C O N D I T I O N COMMENTS 1 24.752 ML L3 N 1.9 1.2 3.1 12.8 F 5 24.776 ML R3 N 2.0 5.5 1.1 0.5 2.2 11.3 12.0 F 6 24.844 ML R1 N 1.8 1.5 2.0 0.6 5.9 12.0 F 12 24.932 ML L2 Y 0.9 2.3 1.5 4.7 7.5 0.0 P Raveling 14 24.961 ML R2 N 1.1 2.0 1.5 0.8 5.4 11.5 F Rim Mark 15 24.979 CO CO N 3.0 2.5 1.6 7.1 12.0 F 18 25.063 ML L1 Y 0.6 2.0 3.3 5.9 13.5 3.0 C II L P 19 25.111 ML R2 Y 1.0 2.3 3.3 11.3 12.0 F 21 25.190 ML L2 Y 1.0 1.9 0.8 3.7 12.5 F Rim Marks 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20241125_425501-1_sr-43_10010.pdf?sfvrsn=84cf0695_1400-289IntReviewPkg
o n l y ) B a r s 1 0 7 ~ E a c h F a c e C o n s t r u c t i o n J o i n t ( T y p . ) B a r s 8 0 5 B a r s 8 0 6 C o n s t r u c t i o n J o i n t t h e S t r u c t u r e s D e s i g n O f f i c e . ) r o a d w a y s e c t i o n s u n l e s s s o d i r e c t e d b y l o w e r p o i n t s i n n o r m a l o r s u p e r e l e v a t e d D e p t h o f f i l l ( d o n o t u s e u p p e r o r S i d e S l o p e 1 : X 1 X ( E a c h F a c e , M u l t i p l e B a r r e l s o n l y ) B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/400-289intreviewpkg.pdf?sfvrsn=39a62269_1400-289IndReviewPkg
o n l y ) B a r s 1 0 7 ~ E a c h F a c e C o n s t r u c t i o n J o i n t ( T y p . ) B a r s 8 0 5 B a r s 8 0 6 C o n s t r u c t i o n J o i n t t h e S t r u c t u r e s D e s i g n O f f i c e . ) r o a d w a y s e c t i o n s u n l e s s s o d i r e c t e d b y l o w e r p o i n t s i n n o r m a l o r s u p e r e l e v a t e d D e p t h o f f i l l ( d o n o t u s e u p p e r o r S i d e S l o p e 1 : X 1 X ( E a c h F a c e , M u l t i p l e B a r r e l s o n l y ) B
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o n l y ) B a r s 1 0 7 ~ E a c h F a c e C o n s t r u c t i o n J o i n t ( T y p . ) B a r s 8 0 5 B a r s 8 0 6 C o n s t r u c t i o n J o i n t t h e S t r u c t u r e s D e s i g n O f f i c e . ) r o a d w a y s e c t i o n s u n l e s s s o d i r e c t e d b y l o w e r p o i n t s i n n o r m a l o r s u p e r e l e v a t e d D e p t h o f f i l l ( d o n o t u s e u p p e r o r S i d e S l o p e 1 : X 1 X ( E a c h F a c e , M u l t i p l e B a r r e l s o n l y ) B
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o n l y ) B a r s 1 0 7 ~ E a c h F a c e C o n s t r u c t i o n J o i n t ( T y p . ) B a r s 8 0 5 B a r s 8 0 6 C o n s t r u c t i o n J o i n t t h e S t r u c t u r e s D e s i g n O f f i c e . ) r o a d w a y s e c t i o n s u n l e s s s o d i r e c t e d b y l o w e r p o i n t s i n n o r m a l o r s u p e r e l e v a t e d D e p t h o f f i l l ( d o n o t u s e u p p e r o r S i d e S l o p e 1 : X 1 X ( E a c h F a c e , M u l t i p l e B a r r e l s o n l y ) B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/400-289fhwaapproved.pdf?sfvrsn=260b040b_144629015201-PLANS-02-SIGNINGMARKING_PHIV
A E R N O M . L E I R A M A S I 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 SIGNING AND PAVEMENT MARKING PLANS GENERAL NOTES KEY SHEET SHEET, MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L, : \ p r o j e c t s \ F D O T \ 4 4 6 2 9 0 1 5 2 0 1 \ S i g n i n, IV CADD = ORD PAVEMENT ONLY PROJECT T H E O F F I C I A L R E C O R D O F T
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, INC 53120 LICENSE NUMBER: BURT BALDO, 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, 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD DANIELS PARKWAY CROSS SECTIONS (1, BALDO, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-01-roadway_cross_sections.pdf?sfvrsn=4fe33bce_120210722_210565-3_SR115_74070
1.8 0.6 5.7 LR 1.5B II S P 180.300 L1 I 1.5 1.9 4.5 0.6 8.5 LR F 190.510 L1 O 1.7 1.9 1.8 5.4 ABC=6.7 F 200.800 L1 I 1.7 1.8 0.7 0.8 5.0 LR 1.7B II M P 2.458: small patch in L1 Pavement, II M P 334.922L1 O 1.4 1.5 5.6 0.7 9.2 LR 1.9B II M P 340.400OR N 1.7 3.9 5.6 LR F 351.773OR N 1.5 3.6 5.1 LR=5.6 F 362.420OR N 1.1 0.9 2.0 LR F 373.593OR N 1.5 4.0 5.5 LR F 384.875OR N 1.6 1.5 3.1ABC=2.5 F 390.510OL N 1.2 3.1 4.3ABC=4.5 F 401.500OL N 1.4 4.2 5.6 LR F Remarks: super
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20210722_210565-3_sr115_74070.pdf?sfvrsn=a9f9b848_1Redlines Exhibit 913-1-2-3
LICENSE NUMBER: LUKE S. WALKER 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, 4 , F . A . C . ENGINEER OF RECORD TYPICAL SECTION 4 913-1 : C:\CADD_Docs\FDM, : \ C A D D _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h i b i t _ M, 123 MAIN STREET ROADWAY ENGINEERS, INC. 99991 LICENSE NUMBER: LUKE S. WALKER, P.E. T H E O F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1-2-3.pdf?sfvrsn=d19dc549_1Transit-Asset-Management-MAP-21-Performance-Management07.18.18
MAP- 2 1 Performance Management The Tr a n s i t A s s e t M a n a g e m e n t r u l e f r o m t h e F e d e r a l Tr a n s i t A d m i n i s t r a t i o n ( F TA) became effective on October 1, t A s s e t M a n a g e m e n t ( TAM) Plan. OVERVIEW STAT E O F G O O D R E PA I R P E R F O R M A N C E M E ASURES Tr a n s i t a g e n c i e s a r e r e q u i r e d t o r e p o r t p e r f o r m, Organizations (MPOs) do not have to do so every year. H o w e v e r, i n c o n s u l t a t i o n w i t h F l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/transit-asset-management-map-21-performance-management07-18-18.pdf?sfvrsn=34945e2f_1Meeting-Dates-for-2018July132017
MPOACGoverningBoardMeeting January5 th F e b r u a r y 2 n d A p r i l 6 t h May 4 t h J u l y 6 t h A u g u s t 3 r d O c t o b e r 5 t h November 2 n d P o t e n t i a l C o n f l i c t s - J u l y 6 t h S t a f f D i r e c t o r s ’ Committee may interfere with some Independence Day travel plans, MPOACGoverningBoardMeeting January8 th F e b r u a r y 5 t h A p r i l 9 t h May 14 t h ( c o u l d u s, t h P o t e n t i a l C o n f l i c t s - M a y 1 4 t h M P O A C G o v e r n i n g B o a r d M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/meeting-dates-for-2018july132017.pdf?sfvrsn=9599e326_13460402-723origind
for any mass concrete element do not exceed the maximum allowable temperature of 180°F, temperature differential of 35°F. Submit the MCCP to the Engineer for approval at least 1421 calendar, temperature range at time of placement, in 10°F increments from 40°F and 99°F. 3460402 All Jobs, Allowable Concrete Placement Temperature (°F) Ambient Temperature at Time of Placement Footer Dimensions (1) W by L by H (ft) Column Dimensions (1) D by H(ft) 40° - 49°F 50° - 59°F 60° - 69°F
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LAKE F L O R I D A ' S BEACH LINE CONTRACT NO. CONSTRUCTION RICHARD HOWARD Jr., P.E. FDOT, MARKING PLANS ROADWAY PLANS DEPARTMENT OF TRANSPORTATION 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, 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . Component Standard Plans for Bridge, BE RESPONSIBLE FOR THE STATE OF � � � No 68228 R E E N I G N E L A N O I S S E F
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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, NO. 45 (US 41) 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, ' 2/2/2024 7:41:24 AM 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
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(FT) P F P F Units P F Alignment Begin Station End Station Side Element ID Design Notes, Location Pay Item Number Pay Item Description Units of Measure P F P F Alignment Begin Station, of Measure P F P F Alignment Begin Station End Station Location Description Side Element ID, Total Quantity Location Pay Item Number Pay Item Description Units of Measure P F P F, Units of Measure P F P F Alignment Begin Station End Station Location Description Side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615202-cadd-estimates-quantities.pdf?sfvrsn=94f5dcac_120240513_207555-4_SR24A_26004
Date 1 of 2 F C 1 2 . 5 S P 1 2 . 5 T - S S T D e p t h T y p e C l, i o n R u t D e p t h ( i n c h e s ) C r o s s S l o p e ( f t . p e r 6 f t . ) % S l o p e D i r e c t i o n ( I = i n / O = o u, C&G Lwn Med State Road No.: SR 24A From Date 2 of 2 F C 1 2 . 5 S P 1 2 . 5 T - 1, 1.6 B II M P 22 1.704 L2 N 1.71.4 3.1 ABC=8.3 F 23 1.888 OR N 1.31.5 2.8 LR G 24 0.099 OR N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240513_207555-4_sr24a_26004.pdf?sfvrsn=c7404945_144912015201-ESTIMATES-QUANTITIES
Quantity Total Quantity Pay Item Number Pay Item Description Units of Measure P F P F Design, ) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 MAINTENANCE OF TRAFFIC, of Measure Duration (Days) Frequency (Days) Length (FT) Width (FT) Cycles ACI Cycle P F P F, F P F Alignment Begin Station End Station Location Description Side Element ID Design, Quantity Location Pay Item Number Pay Item Description Units of Measure Length (FT) Width (FT) P F P
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1 of 2 Mainline F C 1 2 . 5 S P 1 2 . 5 A R M I F C 5 T - S T - 2 S T, 0.91.10.6 4.4 LR F 2 0.397 R1 I 1.31.20.5 2.2 0.4 5.6LR=9.2"2.5B IIIS P 3 1.070 R1O 1.41.20.5, 1.51.4 2.4 5.3 LR 1.5B II M P 13 0.010 OR N 1.73.9 5.6LR=5.2" F 14 1.070 OR N 1.31.4 1.1 3.8 LR P 15 2.000 OR N 1.61.3 0.72.4 6.0 LR F 16 0.600 OLN 1.41.0 2.0 4.4 LR F 17 1.600 OL N 1.7 1.4 1.4 4.5 LR F Remarks:SPAL = Spalling SLR = Slightly Raveled MR = Moderate Raveled SEP = Separated SPAL,MR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/39/20250115_438212-2_sr16_39040.pdf?sfvrsn=a064c3ba_1