Bid - City Wide Resurfacing 2021 Project

2. 10 .2 2 PROJECT NOTES C 0 .2 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 G E N E R A L P R O J E C T N O T E S : P A V IN G , S IG N IN G A N D S T R IP IN G N O T E S : F R O M D IR T A N D D E B R IS A S S O C IA T E D W IT H T H E P R O JE C T . P A Y M E N T F O R T H IS W O R K S H A L L B E I N C ID E N T A L T O T H E P R O JE C T . R E M A IN C L E A N P E R IO D U N L E S S S P E C IF IC A U T H O R IZ A T IO N I S G R A N T E D I N A D V A N C E B Y T H E O W N E R . E X IS T IN G R O A D W A Y S A N D D R IV E W A Y S S H A L L R E -O P E N E D A S S O O N A S P O S S IB L E . N O E X IS T IN G R O A D W A Y O R D R IV E W A Y S H A L L R E M A IN C L O S E D A T T H E E N D O F A W O R K D A Y A N D /O R F O R A 2 4 H O U R 1 8 . A L L P R IV A T E D R IV E S S H A L L B E A C C E S S IB L E A T A L L T IM E S .

IF N E C E S S A R Y T O T E M P O R A R IL Y C L O S E A N E X IS T IN G D R IV E , T H E D R IV E S H A L L B E O F T H E C O N T R A C T O R . 1 7 . A N Y D A M A G E T O E X IS T IN G R O A D W A Y S S H A L L B E R E P A IR E D I N A T IM E L Y M A N N E R A S D IR E C T E D B Y T H E E N G IN E E R A N D S H A L L B E A T T H E E X P E N S E 1 6 . A N Y D R IV E W A Y S O R M A IL B O X E S D A M A G E D D U R IN G C O N S T R U C T IO N M U S T B E R E P A IR E D O R R E P L A C E D I N K IN D . C O N S T R U C T IO N O F T H E W O R K A S S H O W N I N T H E C O N S T R U C T IO N P L A N S . 1 5 . T H E C O N T R A C T O R S H A L L C O N T A C T T H E O W N E R I M M E D IA T E L Y U P O N F IN D IN G A N Y C O N F L IC T S O R U N S U IT A B L E C O N D IT IO N S D U R IN G R E S P O N S IB L E F O R T H E B R A C IN G A N D P R O T E C T IO N O F O V E R H E A D L IN E S A N D U T IL IT Y P O L E S . 1 4 . T H E C O N T R A C T O R S H A L L T A K E P R E C A U T IO N W H E N W O R K IN G I N T H E P R E S E N C E O F O V E R H E A D U T IL IT Y L IN E S . T H E C O N T R A C T O R S H A L L B E A C C O R D A N C E W IT H T H E C O N T R A C T D O C U M E N T S . P E R F O R M IN G A N Y O F T H E W O R K , O R F O R T H E F A IL U R E S O F A N Y O F T H E C O N T R A C T O R S O R S U B C O N T R A C T O R S T O C A R R Y O U T T H E W O R K I N A N D E N G IN E E R S H A L L N O T B E R E S P O N S IB L E F O R T H E A C T S O R O M IS S IO N S O F T H E C O N T R A C T O R , S U B C O N T R A C T O R S , O R O T H E R P E R S O N S 1 3 . T H E E N G IN E E R I S N O T R E S P O N S IB L E F O R T H E C O N S T R U C T IO N M E T H O D S O R T E C H N IQ U E S , N O R F O R T H E E X E C U T IO N O F T H E W O R K . T H E O W N E R E T C .) . T H E C O N T R A C T O R S H A L L H A V E T H E L A T E S T U P D A T E D V E R S IO N O F T H E A P P L IC A B L E D O C U M E N T S O N S IT E A T A L L T IM E S . 1 2 . A L L W O R K S H A L L B E I N A C C O R D A N C E W IT H T H E C O N T R A C T D O C U M E N T S ( D R A W IN G S , S P E C IF IC A T IO N S , A D D E N D A , C H A N G E O R D E R S , S U B M IT T A L S C O N T R A C T O R 'S E X P E N S E . P R O JE C T S H A L L B E P R O T E C T E D A T A L L T IM E S . A N Y D A M A G E T O T H E S E S T R U C T U R E S S H A L L B E R E P A IR E D T O T H E O W N E R S S A T IS F A C T IO N A T T H E T H IS 1 1 . E X IS T IN G S A N IT A R Y S E W E R , S T O R M D R A IN , W A T E R D IS T R IB U T IO N /F IR E P R O T E C T IO N , E T C . IN F R A S T R U C T U R E T O B E R E T A IN E D A S P A R T O F N O T I N U S E D U R IN G N O N -W O R K IN G H O U R S . S T O R A G E O F T R A F F IC C O N T R O L D E V IC E S S U C H A S T R A IL E R M O U N T E D O R O T H E R T E M P O R A R Y S IG N S , B A R R IC A D E S , D R U M S , E T C . W H IC H A R E A R E A D E S IG N A T E D B Y T H E O W N E R 'S R E P R E S E N T A T IV E A N D D E L IN E A T E D B Y R E F L E C T O R IZ E D D R U M S A N D W A R N IN G L IG H T S . T H IS I N C L U D E S R O A D W A Y C A R R Y IN G T R A F F IC O R W IT H IN T H E P R O JE C T S IT E C O N S T R A IN T F E N C IN G . W H E N T H IS I S N O T P R A C T IC A L , IT S H A L L B E P L A C E D I N A N 1 0 . D U R IN G N O N -W O R K IN G H O U R S , E Q U IP M E N T O R M A T E R IA L S H A L L B E P A R K E D O R S T O R E D N O C L O S E R T H A N 3 0 F E E T T O T H E E D G E O F A N Y D O N E A S D IR E C T E D B Y T H E O W N E R A N D /O R O W N E R 'S R E P R E S E N A T IV E A T N O A D D IT IO N A L C O S T T O T H E P R O JE C T . B E E X IS T IN G S T R E E T S , C U R B S , S ID E W A L K S , L IG H T P O L E S , E T C . A F F E C T E D B Y T H E P R O JE C T . A N Y R E P A IR S , M A IN T E N A N C E , O R C L E A N IN G S H A L L 9 . T H E C O N T R A C T O R S H A L L B E R E S P O N S IB L E F O R A L L R E P A IR S , M A IN T E N A N C E , C L E A N IN G , E T C . B Y A N Y A N D A L L M E A N S N E C E S S A R Y O F 8 . W H E N T E M P O R A R Y A S P H A L T P A T C H IN G O C C U R S , T H E M IX S H A L L B E H O T M IX A S S P E C IF IE D I N T H E P L A N S . C O N S ID E R E D I N C ID E N T A L T O T H E C O N T R A C T A N D N O A D D IT IO N A L C O M P E N S A T IO N W IL L B E G IV E N . S U R F A C E S W IT H IN T H E P R O JE C T T O E L IM IN A T E S T A IN IN G F R O M C O N S T R U C T IO N M A T E R IA L S , E Q U IP M E N T , O IL S , E T C . T H IS W O R K S H A L L B E S T O R M S E W E R B O X E S , B R IC K P A V E R S , E X IS T IN G B U IL D IN G B R IC K , E T C .) , S P E C IF IC A L L Y E X IS T IN G C O N C R E T E A B U T T IN G R E Q U IR E D P A V E M E N T A T T H E E N D O F T H E P R O JE C T T H E C O N T R A C T O R S H A L L P O W E R W A S H A L L C O N C R E T E S U R F A C E S ( I. E . C U R B A N D G U T T E R S , S ID E W A L K , D R IV E S 7 . T H E R E S H A L L B E N O A D D IT IO N A L P A Y F O R D E W A T E R IN G , A N D I T S H A L L B E C O N S ID E R E D I N C ID E N T A L T O T H E C O N T R A C T . P R O JE C T S IT E I N C L U D IN G , B U T N O T L IM IT E D T O , F O O T IN G S , R E T A IN IN G W A L L S , S IT E I M P R O V E M E N T S , D R IV E S , S T O R M D R A IN A G E , E T C . S IT E D R A IN A G E D U R IN G C O N S T R U C T IO N I S T H E C O N T R A C T O R 'S R E S P O N S IB IL IT Y T O M A N A G E . T H IS I N C L U D E S D E W A T E R IN G A R E A S O N T H E 6 . A L L T E M P O R A R Y S T O N E F O R R O A D W A Y S , S ID E W A L K S , D R IV E S , E T C ., S H A L L B E C O N S ID E R E D I N C ID E N T A L T O T H E P R O JE C T . 5 . T H E C O N T R A C T O R S H A L L B E R E S P O N S IB L E F O R A N Y A N D A L L C O S T S A S S O C IA T E D W IT H T R A F F IC C O N T R O L . 4 . B E R E S E T . T H IS W O R K S H A L L B E C O N S ID E R E D I N C ID E N T A L T O T H E P R O JE C T . A N Y E X IS T IN G P R O P E R T Y C O R N E R S ( I. E . IR O N P IP E S , C A P P E D P IP E S , C A P P E D M O N U M E N T S , E T C .) D IS P L A C E D D U R IN G C O N S T R U C T IO N S H A L L 3 . P R O JE C T . T H IS W O R K S H A L L B E C O N S ID E R E D I N C ID E N T A L T O T H E C O N T R A C T A N D N O A D D IT IO N A L C O M P E N S A T IO N S H A L L B E G IV E N . R E C E P T A C L E S F O R W O R K E R U S E . T H E R O A D W A Y S H A L L B E S W E P T A N D C L E A N E D E A C H D A Y T O L IM IT T H E T R A C K IN G O F D IR T T H R O U G H T H E T R E N C H E S A N D /O R O T H E R W O R K Z O N E S W IT H IN T H E P R O JE C T S H A L L B E P R O H IB IT E D . T H E C O N T R A C T O R S H A L L P R O V ID E T R A S H T H E C O N T R A C T O R S H A L L K E E P T H E P R O JE C T C L E A N F R O M T R A S H A N D D E B R IS . P L A C E M E N T /D IS C A R D IN G O F T R A S H A N D D E B R IS I N U T IL IT Y 2 . IT S H A L L B E T H E C O N T R A C T O R S R E S P O N S IB IL IT Y T O D E T E R M IN E T H E E X A C T L O C A T IO N O F A L L U N D E R G R O U N D U T IL IT E S . T H E L O C A T IO N S O F E X IS T IN G U N D E R G T O U N D U T IL IT E S A R E S H O W N I N A N A P P R O X IM A T E M A N N E R O N L Y , A S P R O V ID E D B Y T H E O W N E R S . 1 . 8 . P A Y M E N T O F T A C K C O A T S H A L L B E S U B S ID IA R Y T O T H E A S P H A L T P A Y I T E M S . B IT U M IN O U S T R E A T M E N T " A ", S T O N E , E T C A P P L IE D ( R A T E ). A L L A S P H A L T P A T C H IN G R E Q U IR E D S H A L L I N C L U D E T H E M IL L IN G O F T H E A R E A , A N D A N Y R E Q U IR E D 7 . A N Y A S P H A L T P A T C H IN G A R E A S S H A L L B E D IC T A T E D B Y T H E O W N E R ( C IT Y O F T U S C A L O O S A ) A S W E L L A S T H E Q U A N T IT Y S L IG H T L Y . 6 . A L L W O R K W IL L B E D IR E C T E D B Y T H E O W N E R ( C IT Y O F T U S C A L O O S A ) A N D A L L P A V IN G & S T R IP IN G L IM IT S C O U L D V A R Y O V E R A L Y I S N O T S U F F IC IE N T . S H A L L W O R K C L O S E L Y W IT H O W N E R W H E N P A V IN G C E R T A IN P O R T IO N S O F T H IS P R O JE C T W H E R E A B A S E 1 1 0 L B S /S Y M IL L & 5 . Q U A N T IT IE S A N D P A V E M E N T B U IL D U P S /R A T E S A R E S U B JE C T T O C H A N G E I N T H E F IE L D P E R O W N E R P R E F E R E N C E . C O N T R A C T O R 4 . A L L T R A F F IC S T R IP E S H A L L M A T C H E X IS T IN G S T R IP IN G L A Y O U T U N L E S S O T H E R W IS E S H O W N I N T H E C O N S T R U C T IO N P L A N S . M IN IM U M . T H IS W IL L A L L O W T H E P R O P O S E D W E A R IN G S U R F A C E T O O V E R L A P A T L E A S T 1 2 " O V E R T H E E X IS T IN G P A V E M E N T . C O N T R A C T O R S H A L L M IL L A M IN IM U M 1 2 " W ID E A R E A O F E X IS T IN G A S P H A L T . T H E D E P T H O F T H E M IL L IN G S H A L L B E 1 .5 " 3 . W H E N P R O P O S E D A S P H A L T P A V E M E N T J O IN S E X IS T IN G A S P H A L T P A V E M E N T , IN C L U D IN G U T IL IT Y T R E N C H E S , T H E P L A N S . C U R B A N D G U T T E R I S N E E D E D , IT S H A L L B E T W O ( 2 ) F E E T I N W ID T H U N L E S S O T H E R W IS E N O T E D I N T H E C O N S T R U C T IO N 2 . A N Y C U R B A N D G U T T E R R E P L A C E D I N T H IS P R O JE C T S H A L L M A T C H E X IS T IN G C U R B A N G G U T T E R T Y P E . IF A N E W S E C T IO N O F T O E N S U R E P R O P O S E D P A V E M E N T S J O IN T O E X IS T IN G C L E A N L Y . 1 . T H E C O N T R A C T O R S H A L L S A W -C U T A L L E X IS T IN G P A V E M E N T S T O B E R E M O V E D W IT H A S T R A IG H T , C L E A N R E M O V A L J O IN T CITY WIDE RESURFACING 2021 SUMMARY OF QUANTITES C 0 .3 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 S U M M A R Y O F Q U A N T IT E S Q U A N T IT Y U N IT IT E M D E S C R IP T IO N 1 M o b il iz a ti o n a n d D e m o b il iz a ti o n C ru s h e d A g g re g a te , T y p e 5 7 ( O n ly a s D ir e c te d b y t h e O w n e r) 3 0 0 P la n in g E x is ti n g P a v e m e n t (A p p ro x . 1 .0 " t h ru 2 .0 " T h ic k ) T O N M ix , E S A L R a n g e A /B ( 1 1 0 l b s /s y ) S u p e rp a v e B it u m in o u s C o n c re te W e a ri n g S u rf a c e L a y e r, 1 /2 " M a x im u m A g g re g a te S iz e T O N E A C H V a lv e B o x R e s e t E A C H M a n h o le C o v e r R e s e t S Q U A R E Y A R D C o n c re te V a ll e y G u tt e r, 6 " T h ic k , R e m o v e a n d R e p la c e M IL E S o li d , T e m p o ra ry , T ra ff ic S tr ip e ( P a in t) , 4 " W id e M IL E B ro k e n , T e m p o ra ry , T ra ff ic S tr ip e ( P a in t) , 4 " W id e 6 .1 S Q U A R E F E E T T e m p o ra ry T ra ff ic C o n tr o l M a rk in g s ( P a in t) T e m p o ra ry T ra ff ic C o n tr o l L e g e n d s ( P a in t) S Q U A R E F E E T 5 0 0 M IL E S o li d Y e ll o w , C la s s 2 , T y p e A T ra ff ic S tr ip e ( 5 " W id e ) S o li d W h it e , C la s s 2 , T y p e A T ra ff ic S tr ip e ( 5 " W id e ) M IL E 6 .1 1 0 0 S o li d B lu e , C la s s 2 , T y p e A T ra ff ic S tr ip e ( 5 " W id e ) B ro k e n Y e ll o w , C la s s 2 , T y p e A T ra ff ic S tr ip e ( 5 " W id e ) 1 ,0 4 2 S Q U A R E F E E T 2 4 " W h it e , C la s s 2 , T y p e A T ra ff ic C o n tr o l M a rk in g s ( S to p B a r) 5 ,0 0 0 S Q U A R E F E E T T ra ff ic C o n tr o l M a rk in g s , C la s s 2 , T y p e A S Q U A R E F E E T 2 0 0 T ra ff ic C o n tr o l L e g e n d s , C la s s 2 , T y p e A 4 E A C H R e m o v e E x is ti n g S p e e d T a b le a n d R e p la c e w it h A s p h a lt S p e e d T a b le , P e r D e ta il 1 L U M P S U M T R A F F IC C O N T R O L L U M P S U M R a n g e A /B , F o r D e e p P a tc h in g S u p e rp a v e B it u m in o u s C o n c re te B in d e r L a y e r, 3 /4 " M a x im u m A g g re g a te S iz e M ix , E S A L T O N 1 0 ,0 0 0 S iz e M ix , E S A L R a n g e A /B , (1 6 5 l b s /s y ) S u p e rp a v e B it u m in o u s C o n c re te B in d e r L a y e r, W id e n in g , 1 /2 " M a x im u m A g g re g a te 2 0 0 C o m b in a ti o n C u rb & G u tt e r, T y p e C ( 2 '- 0 " ) L IN E A R F O O T 2 0 0 8 .3 3 ,4 5 0 8 .3 L IN E A R F E E T L IN E A R F O O T 6 0 ,8 0 0 4 5 6 2 9 4 T O N A g g re g a te S iz e M ix , E S A L R a n g e A /B S u p e rp a v e B it u m in o u s C o n c re te W e a ri n g S u rf a c e L a y e r, l e v e li n g , 1 /2 " M a x im u m 4 5 0 2 ,0 0 0 L IN E A R F O O T B ro k e n W h it e , C la s s 2 , T y p e A T ra ff ic S tr ip e ( 5 " W id e ) 1 5 ,7 6 0 5 ,2 0 0 T O N S Q U A R E Y A R D CITY WIDE RESURFACING 2021 PROJECT LIMITS C 0 .4 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 * * N O T E : C O N T R A C T O R S H A L L O N L Y P A V E W E S T B O U N D L A N E U N T IL T H E L IM IT S D E C R IB E D . CITY WIDE RESURFACING 2021 z ty of USCALOOSA TURE & PUBLIC SERV City Wide Resurfacing 202: ing Lot d Hughes Parking Lot Pl. > Rd. Rd. y Ln. Location mon Bryant Dr. Rd. ry Ln Dr. . Nr All All City Limit Beacon F 10th Ave Hargrove Buttermi 15th St. 2nd Ave. Hwy 82 Helen Ke All From All All tS End till Dr. .26 Miles West Alc . Greensboro Ave. Rd. 15th St. Ik Rd. City Limits Paul Bryant Dr. E Hackberry Ln. Jug Factory Rd. ller Blvd. City Limits All ie 14 15 16 17 18 19 End End End New Joint at Bridg Joint Near Riverch: | Park Dr. | Park Dr. ardinal Airport Rd. ossing I-59/20 y Rd. e (near Health Dept.) ase Entrance _ Robert Cardial Rd. Industria Robert Cardial Rd. Industria Street In Front of Terminal Robert C Rd. Bridge cr re Rd. Ol' Colon bles on Bluegrass & 51st St. District To ing Rice Mine Rd. s | Distri N KS -OUNCI 0 aN y ph VS a7 ay ee Tuscaloosa City | City Council District 1 A \ . Fite EX City Council District 2 City Council District 3 City Council District 4 City Council District 5 City Council District 6 City Council District 7 S74 S RLS QNOZEINESELES RRRRRRRRRRERAVWTQ WN SS | \ .: SSS I SK \ = \ 5 N SWS \V NV S . \ \ SA NMW1 MOGv3aIN S Ns SX \ S BCG WA GQRRRRANESS QOS SDD Hargrove Rd. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 [Z City Council District 3 [A City Council District 4 [4 City Council District 5 wz City Council District 6 City Council District 7 Resurfacing Area SHORT 20TH ST a oe ws 9. 9 ae. > Ke 400 Feet INGLESIDE cculliver Oval cculliver Callout Remanence of Mid-Block Crossing Omit from Striping Vi Yj; Yj Y, Yj YU Yj ae l, 18TH ST 4 LM ILO Y L773 By iY Gy = fp G YYiyy V7 CU Wy Uj CV Z Z VY a y L me MANOR We eg Y 215 _ Z \V SSS Xs \ OY ARE A \ \ \\ La ~ a Sea alg com NX SN W/L LLL Hackberry Ln. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 City Council District 4 [1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area 300 Feet 87H) S1STHisT HORT st oe SN3GYVD./3F1VONII9. AAV-HLE Y: VSG BLACK BEARS way SNMOG 3HT \ NIT. GnNgaay 5 Mary Harmon Bryant Dr. Tuscaloosa City Council Districts Z City Council District 1 [1 City Council District 2 Za City Council District 3 EZ City Council District 4 [1 City Council District 5 [2] City Council District 6 [1 City Council District 7 Resurfacing Area 400 Feet TOZZI ML LU yb UNNAMI Yj is UNNAMED Ri 8 |] | HE Z Ze Yy | VY . y Ti, ; yy Yj 0 Yy EE a My YY es Gy Mig YG Y yy o Y Uy Lp, VY) 7 V 7 Z g Ke Yjj 21st Ave. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 EZ City Council District 4 [1 City Council District 5 [2] City Council District 6 [1 City Council District 7 Resurfacing Area 21ST AVE. STRIPING PLAN C 2 .1 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 2 1 S T A V E . 11TH ST. 5'10.5'10.5' 5' 10'10'5' 6 ' 10'10.5'10.5'10' (T Y P .) D (D O U B L E ) B C (T Y P .) (T Y P .) A (T Y P .) (T Y P .) (P E R A L D O T S T D .) (T Y P .) R E Q D . 2 ' S T O P B A R PAUL BRYANT DR. A AA B 2 1 S T A V E . PAUL BRYANT DR. 11TH ST. 0 4 0 ' E (T Y P .) E (T Y P .) S T R IP IN G , M A R K IN G A N D S IG N L E G E N D EB R E Q D . B R O K E N W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 " W ID E ) C R E Q D . T R A F F IC C O N T R O L M A R K IN G , R E F L E C T IV E , T H E R M O P L A S T IC D R E Q D . S O L ID Y E L L O W , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 " W ID E ) A R E Q D . S O L ID W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 6 " ) R E Q D . D O T T E D W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 6 " ) CITY WIDE RESURFACING 2021 - te pea 21ST AVE. STRIPING PLAN 21ST AVE. STRIPING PLAN C 2 .2 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 5'10.5'10.5' 5' 10'10'5' 10'10.5'10.5'10' C (D O U B L E ) B A (T Y P .) (T Y P .) 12TH ST. 12TH ST. 2 1 S T A V E . 2 1 S T A V E . 11TH ST. 11TH ST. (T Y P .) (T Y P .) B A 0 4 0 ' D (T Y P .) D (T Y P .) S T R IP IN G , M A R K IN G A N D S IG N L E G E N D DB R E Q D . B R O K E N W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 " W ID E ) C R E Q D . S O L ID Y E L L O W , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 " W ID E ) A R E Q D . S O L ID W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 6 " ) R E Q D . D O T T E D W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 6 " ) CITY WIDE RESURFACING 2021 rs aa e . L ; a ee nh ~ = e * ; ; 5 WF al iL de a _ ee ; wcll Li 7 7 7 iat co - il as fi be J Ly ca a 5 % | Pa Bie he in Nay tay, ag tg, Ta ay my A 6 gy A, A, Nae a . Pa a Ps ieee edie Pin? a. ae Me MANOR. T N L. ZaNO ZENG 3 TE Uf Z Vly PRIN CRE. Ye > BLACK BEARS WAY = f HAGKBERRY LN AVALON PL AVALON. AVE o a ce g = = HILLCREST. 25TH ST HACKBERRY LN 6TH AVE PRINCE.CIR Hargrove Rd. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 [AA City Council District 4 [1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area \ N Y NSS MMOs SS s => IQ . DBVOF NOLEN Ns AX KS Pav aI . S; CF x Vv. a u INZ, NS Yl a /] W LANE L Lom LAMM ot! "el ppg Yi Yi Uy Cia Mees SY Y Yj ty SS MGFARLA M WS SSSSSSQQa GQ gg. SSS ss : SS \\ SASS RSS SS WN SMOg Sax SY SN SE NS gf - = \ ee 3RD-AVEE Z\207 ZA SKVLAND BLVD E /A20,E MICFARLAND BLNE ra fa} S my 3 a a Jug Factory Ln. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 [AA City Council District 4 [1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area WN = 3) > i 18 SI 2 Ly 6 oo o a 4 = Campus Dr. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 [Z City Council District 3 Z City Council District 4 [4 City Council District 5 (1 City Council District 6 [1 City Council District 7 Resurfacing Area 7 NG e Fe Moar) mS WW) S . BIN R&Xs \ iS S\ ~ \N A oo a ~ . Y Ee SN ~ a x So ok IN & WS SS Yorktown Dr. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 City Council District 4 [1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area , Ae Feet RIDGELAND: EsSARATOGALINI eee st ROCs b Ny, 39) 8 Siz) 2 of Se . EN Eh Yd.3DYIWINIOD Airport Robert Cardinal Rd. Tuscaloosa City Council Districts [1 City Council District 1 1 City Council District 2 EZ City Council District 3 City Council District 4 1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area WX \ SS \ WS Airport Robert Cardinal Rd. Tuscaloosa City Council Districts [1 City Council District 1 EZ City Council District 2 EZ City Council District 3 City Council District 4 [1 City Council District 5 City Council District 6 [1 City Council District 7 Resurfacing Area 400 Feet Airport - Street in Front of Terminal Tuscaloosa City Council Districts [1 City Council District 1 EZ City Council District 2 ZZ City Council District 3 City Council District 4 [1 City Council District 5 City Council District 6 EZ City Council District 7 Resurfacing Area 160 Feet AIRPORT PARKING LOT STRIPING PLAN C 2 .3 S H E E T N U M B E R DATEDESCRIPTION NO. OFFICE OF THE CITY ENGINEER PHONE: (205) 248-5380 TUSCALOOSA, AL 35401 2201 UNIVERSITY BLVD DRAWN BY: CRCCHECKED BY: BMG PROJECT NO.: 2021.052.001 DATE: 2/9/2022 (T Y P .) A B C (T Y P .) (T Y P .) 9 ' (TYP.) 18' N O T T O S C A L E 1 1 ' 8 ' 9 ' CITY WIDE RESURFACING 2021 S T R IP IN G , M A R K IN G A N D S IG N L E G E N D A R E Q D . S O L ID W H IT E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 ") B R E Q D . S O L ID B L U E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E ( 4 ") C T R A F F IC C O N T R O L M A R K IN G S , B L U E , R E F L E C T IV E , T H E R M O P L A S T IC T R A F F IC S T R IP E RRR SS AEN WIN WAS Wh vt i \ 3 S e508 SS ASRS ES; 5 \\ \ N CENA \\ GG. QK NSS Mii eae 77 MOOT, _ - = ae Liss J cxen008 oe Sot GNSS oy 2 of Sy Nom \ORcy SO Yj 5 | Woop | - DWV 1o0P RD Z 4 Ze QB, le Up UL, lq My BNA G ay Mp f iy z es Pee le Ne easy Uy 5) 18 3 GLEN & dg} |S IRIS LN Yy Z WG); Z LNs asta (3 Yi Yj $3 a Z , a) \B ste Or Yi jj c om Gg , 4 en Uj Vj Soy ypu hg yy YY ee - J a 0 et 1.542} e aH tu oe Se Ws wi %, Lj 7 see 50H Gre yj Yi yyy G ee y x > ru TE a PLE! 27TH STE 2 oe HARRISON JR PKWY E IDLEWOOD DR N17 4YOINVIAS STINE|CEDAR 3 JAV_HLCT Hargrove Rd. Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 EZ City Council District 3 EZ City Council District 4 [1 City Council District 5 [2] City Council District 6 [1 City Council District 7 Resurfacing Area 10TH AVE E 11TH AVEE w IST STE CEDARBROOK DRL \ WA L , Gi x 'AIN a x \ e [/ . VO SS N \ SK AO SS \ \ \ \ NS LN Or SOs Sod SS WES S NY oat Sale \ Sy NS Ss NENG NS Se SS Sa SOS TN SSE BA MN EQ BEE EES} OP CLE G/L xO SVE PH KX REN ENN wivoouvays A = e, WN SK SEES SS S s K AS REELKHN WX & NS . SE \ z OAK COLONY DRO} 16TH ST E Mig S RIDGELAND. eX RIDGELAND COVEY, CHASE 2ND:AVE.NE 1772) EZ Z ZA Zz Z Northridge Rd. Tuscaloosa City Council Districts City Council District 1 City Council District 2 City Council District 3 City Council District 4 City Council District 5 City Council District 6 City Council District 7 Resurfacing Area Ces eh 800 Feet =OLD{COLONYsRD: fa] Ts ; COTM a q Sk Meno. Aus iAY, ae CO oY CT A 2 LJ OF ay PNY ey Nie Tuscaloosa City Council Districts [1 City Council District 1 [1 City Council District 2 [1 City Council District 3 City Council District 4 EZ City Council District 5 City Council District 6 EZ City Council District 7 Replacement Area _-E NSTRUCTION SIGNS POST MOUNTED CO? AL LOCATION OF F HEIGHT AND LATER AFFIC CON CORARY TR UMN LIND LALLIING INSTRUCTION SIGN TEMPER PTFlLuUAL MCTIAVUL REMOVING CC JO OlsesAVaL AdVa NIOVAANNSSAY ACI N PLATE JUIRED POST MOUNTED WING IHS-710-23. CONSTRUCTION $ SECONDARY SIG SPLICE THE POSTS FOR THE REC . BE SPLICED AS SHOWN ON OR THE CONTRACTOR CHOOSES TO ISTRUCTION SIGNS, THEY SHALL NOTE IF CON 7-O" MINIMUM DISTANCE ABOVE EDGE OF PAVEMENT ra ry | a | TK Yeu "OO AT | TALS TT vers Te A ae fs oes oe ee a IOYULNC L202 IS 6 FROM | THE IR IF NONE, IGE OF CEPT CAL PREVENT ENT. MIN 6 pooo0oogooaooooaodgoao0co0g000 0 0 LOCATE SIGN THE EDGE OF SHOULDER, C 12 FROM EC PAVEMENT Ex WHERE PHYSI CONDITIONS SUCH PLACEM SHEET NUMBER C5.1 oooooo0oo0odgoo0g0cg00g000 000 C00 0 LOCATE SIGNS 6 FRC THE EDGE OF THE SHOULDER, OR IF NON 12 FROM EDGE OF PAVEMENT EXCEPT WHERE PHYSICAL CONDITIONS PREVENT SUCH PLACEMENT. 21-1 SIGN QUIPMENT CTOR FLASHING, T (OPERATING) NOTE: HIGH INTENSITY LIGHT AND \ MOUNTED ON CONTRACTORS E TO BE FURNISHED BY CONTRA WITHOUT COST TO ALDOT. HIGH-INTENSITY ROTATING, OSCILLATING, OR STROBE LIGH wy 4X 50 MIN UN SLGUNS JINIED CUNSTRULLL VIL FUR URUM MUL 30 L202 ON LOAFOUd e202/6/2 -ALV SING -AG G4YOSHO OY -Ad NMVY NOILdIYDSAqd S-8yZ (S0Z) JNOHd s 1V VSOOTVOSNL d ALISHSAINA TOC? 17 ALID FHL AO 31440 14 GA SQUARE TUBULAR STEEL . MOUNTING AND MOUNTING CHANNELIZING DRUM - OBLIGATION OF CONSTRUCTION BE MOUNTED 1 BOLTS >. kh FF '!_~_ mE >, ,. |; SIZE OF POST TO BE 3 U-CHANNEL OR 2" COST OF SIGN PANEL HARDWARE, POST AND TO BE A SUBSIDIARY SIGNS, ITEM 740B. SIGN POST TO TO DRUM WITt NQWINIW 2 a SIGN CREW INSTALLING OR REMOVIN WSOOTVOSNIL O8 jo NID Tov QAI YFINION TROL IOYULNC L202 SSG{\G,. >W WW MENT, TYP JSUAL AILABLE IRECTED 100 TAPER ERAL TRAFFIC CONTROL PLAN NOTE NO. 7 FAR AS PRACTICAL FROM EDGE OF PAVE ILE DISTANCE IS 15 FEET FOR FREEWAY lO FEET FOR OTHER FACILITIES. FOR UNI | AS SPECIAL EQUIPMENT OR LIMITED AV. IS LESS THAN DESIRABLE SHALL BE AS D s BE FURNISHED BY THE CONTRACTOR WIT DOT. K+ NOTES: 1. SEE ALDOTS GEN 2. DRUMS TO BE AS MINIMUM DESIRAE ) AGGREGATE FACILITIES AND E CONDITIONS, SUCE SPACE, DJMENSION BY THE ENGINEEF 3. ALL DEVICES TO COST TO THE AL E, ~ RE PAVEMENT ~ NIGHTFALL) EDGE OF PAVEMENT F UNCLASSIFIED EXCAVATION OR CRUSHEI ALL BE A SUBSIDIARY OBLIGATION OF TH FT INTERVALS. iiimk&nknnhkhihtnnmnhnnnhnkhnnh2 USE WHERE EXCAVATION HAS BEEN DON 5 NOT COMPLETED BY NIGHTFALL OR WHE SURFACING PROJECTS IS 3"OR MORE AT \L_FOR DROP-OFF AT INTRACTOR IS TO CONSTRUCT A WEDGE O THE COST OF PLACING AND REMOVAL SH NT LAYER. -LIZING DRUMS SHALL BE PLACED AT 50 (FOI BUT WIDENING I DROP OFF OF RF TYPIC/ NOTE: THE CO BASE . ADJACE CHANNE S-8yZ (S0Z) JNOHd s 1V VSOOTVOSNL d ALISHSAINA TOC? 17 ALID FHL AO 31440 Se EDGE OF PAVEMENT RIZED CHANNELIZING DRUMS E EQUIPMENT PARKING AREA, DR;OD,,., Gg ms SHEET NUMBER C5.2 > EDGE OF LECTORIZED CHANNELIZING DRUMS 25 | 4 @ NING OR SHOULDER AREA DRUMS @ ~650' INTERVALS WEDGE MATERIAL TO BE / sesiouny OBLIGATION 4:1 SLOPE OF THE ADJACENT LAYER Sec 30 L202 ON LOAFOUd e202/6/2 -ALV SING -AG G4YOSHO OY -Ad NMVY NOILdIYDSAqd TRAVELWAY PAVEMENT WIDE -L BE POST MOUNTED , THEY SHALL BE PLACED SAWING B-107-2. THE CLEAR ZONE, THEY SHAI OUTSIDE THE CLEAR ZONE, F468 OF THE MUTCD AND DF JES TO BE PLACED INSIDE BARRICADES TO BE PLACED NOTES -CORDANCE WITH SECTION 6 ON WITH TYPE III BARRICAL TO BE USED WITH TYPE III OUR. ARRICADES SHALL BE IN AC TO BE USED IN CONJUNCTI RRICADES AS SHOWN. TOUR SIGNS ARE REQUIRED RRICADES NEAREST THE DET |. SLOPE OF STRIPES ON B 2. IF SIGNS ARE REQUIRED TO THE SIDE OF THE BA 3. IF ROAD CLOSED OR DE! ON THE TOP OF THE BAF WSOOTVOSNIL O8 jo NID Tov QAI YFINION TROL AFFIC CON CORARY TR TEMPER -ACEMENT OF TYPE E OF CLEAR ZONE ILS FOR TYPICAL Pl BARRICADES OUTSID NT OF TYPE -EAR ZONE JR_ TYPICAL PLACEME ICADES INSIDE OF Cl DETAILS FC ITT BARR JO OlsesAVaL AdVa NIOVAANNSSAY ACI OR_ STORING AREA EQUIPMENT PARKING BY xX 24 BY xX 18 GN GHT TYPE B EATING DETAIL FOR Wi-6 4 M4=-10 4 SI oon WARNING LI * ROAD rPIinccn fa R5-1 30" R11-2 48 R11-3a 60 SIGN DELIN X 30 xX 30 X 30 WARNING LIGHT TYPE ae 30 X 30 48 X 30 60" X 30 SIGN 48 x 24 48 x 18 cIUPAI R5-1 R11-2 R11-30a W1i-6 M4-10 " ROAD * rine rn AIN. WORK AREA TAPER SHALL BE FORMED ONE CONE PER FOOT OF | 50 MIN. 100 MAX. 500 TAPER ONE LAN ROAD AHEAD E: THE W20-1 SIGN BE USED ON INTERSECTING DS SHALL BE 36" X36" SIZE. THE TEMPORARY NTED W20-1 SIGN SHOWN THE SIDE ROAD, WILL BE REQUIRED IF ONE ALREADY POST MOUNTED THE SIDE STREET. 10S2 W20-7 W20-1 NOT TO ROA IN MOU ON NOT IS ON SHEET NUMBER C5.3 INTERSEC SIDE RO/ IOYULNC L202 LEGEND TEMPORARY MOUNTED SIGN >0ST MOUNTED SIGN ae fe 30 L202 ON LOAFOUd e202/6/2 -ALV SING -AG G4YOSHO OY -Ad NMVY NOILdIYDSAqd INE LAN ROAD AHEAD RED SIGN SIZES | 48" xX 48" 4 48" xX 48" q 48" X 48" -LOSURE WSOOTVOSNIL O8 jo NID Tov QAI YFINION TROL AFFIC CON CORARY TR TEMPER 250' ESIRABL | PART 6 TATION EA SEE TABLE 6E-I OF THE MUTCD FOR DISTANCE OF FLAGGER S IN ADVANCE OF THE WORK AR GHWAY, ONE LANE | IC CONTROL VNIERSEC TING QADS WITHIN IRK_ AREA TWO LANE HI /0S2 W20-4 W20-7 "P WORK ARI S-8yZ (S0Z) JNOHd s 1V VSOOTVOSNL d ALISHSAINA TOC? 17 ALID FHL AO 31440 W20-4 JO OlsesAVaL AdVa NIOVAANNSSAY ACI W20-7 ~UNES -LAGGER YORK AREA yy 7 VILL 4 \ BY PLACING _ANE WIDTH. 10'-0" RING FASTENERS (TOF 4 @ APPROXIMATELY 2- = REQ'D SEDIMENT LOG (DIAMETER VARIES) YY 4 _ 4 _ TYPICAL S-INCET = (DOUBLE WING) * , i i REQ'D WOOD STAKES (ANCHOR NETTING) i CAASASS DWrYAYYY RAK VDP) SWWVLAd GYVvdv NIOVAANNSSAY ACI JM AGGREGATE SIZE MIX, ILLING APPROPRIATE DEPTH TERMINE APPROPRIATE DEPTH OF PATCHING IF JNTERED THAT WILL REQUIRE MORE/LESS MIX. . (405A)(0.10 GAL/SY) E BITUMINOUS CONCRETE BINDER LAYER, 1" MAXIM PATCHING, APPROX. 4" THICK (ALDOT 424B), AFTER I IS TREATMENT "A" (ALDOT SECTION 401D) ROADWAY BUILDUP (RETAIN) NOTES: 1. OWNER SHALL DE AREAS ARE ENCOl ORORORS REQ'D: REQ'D: REQ'D: REQ'D: TACK COA SUPERPAV FOR DEEP BITUMINOL EXISTING F ASPHALT DEEP PATCHING DETAIL T TO SCALE AKE TE LOG INLY REQ'D WOOD st SHALL NOT PENETRA MATERIAL, NETTING C oe A GRORIND LINE co :Q'D WOOD STAKES NCHOR NETTING) 4 4 4 4 4 (Al L202 R, 1/2" MAXIMUM AGGREGATE SIZE = BITUMINOUS CONCRETE WEARING SURFACE LAYE! A)(110 LBS/SY) * Pavement component design coefficient a minimum of 2.32 ** Prime Coat ALDOT No. 401 "A" at an application rate of 0.22 - 0.25 gallon/square yard. # Tack Coat ALDOT No. 405 "A" in accordance with ALDOT No. 405.0: G) REQ'D: SUPERPAV! (ALDOT 424 _~, NIA N/A 3.2)-1ncn US. Jus AREA THAT DOES NOT REQUIRE DEEP PATCHING WJ [Bituminous Base #Plant Mix Bitumin Binder #Plant Mix Bitumin Surface EA THAT REQUIRES =P PATCHING AR DEI IN A TEWET N WIRE SHALL BE 13 WIRE TO POSTS \T APPROX, 1"-0" REQ'D WOOD STAKE (TYP.) fREQ'D WOOD stak MR TA CUNSTRUC TION ARCA bo oTABILICED AND ERUSIL AILED, SILT FENCES SHALL BE REMOVED FASTENERS USED TO SECURE GEOTEXTILES TO WOVE! \MERICAN). 1OD POSTS ARE USED, STAPLES FOR SECURING WOVEN | BE (9) GAUGE, GALVANIZED, 1-1/2" LONG, 5 PER POST f =N WIRE TO BE 12-1/2 GAUGE (MIN.). CURT RING GA. (A IF WC SHAL' 0.C, WOVE S-8yZ (S0Z) JNOHd s 1V VSOOTVOSNL d ALISHSAINA TOC? 17 ALID FHL AO 31440 URB AND "D" CURB, EXCAVATION. WAY SPECS. action NOTES: 1, STREET SECTIONS WITH THE NOTE@on THE CURB IS A COMBINATION C GUTTER. 2. STREET SECTIONS WITH THE NOTE@Jon THE CURB IS A MODIFIED TYPE OR TYPE "N" CURB. 3. STREET SECTIONS WITH THE NOTE@) DENOTES A-6 OR BETTER BORROW SHEET NUMBER C6.1 ) DENOTES DESIGN COMPONENTS FOUND ON STREET ROAL 'ROWN FORMED BY ROLLING NOTES: Roadway excavation and embankment ALDOT No. 210.03 comp mate 2 requirements to minimum 95% T-99 with moisture range of se) (+-) 3% of optimum. Roadbed processing layer compaction requirements to minimum 98% T-99 with moisture range of (+-) 3% of optimum. Soil or stone base layers compaction requirements to minimum 100% T-99 with moisture range of (+-) 2% of optimum. STREET ROADWAY SPECIFICATIONS Existing Design Alternate 1 Alte (Soil Base)* (Stone Base) (Black Ba 2-5" layers N/A N/A Design Component FOLD TOP TO GET FOUR (4) THICKNESS OF GEOTEXTILE GEOTEXTILE WOVEN WIRE NUND LINE NCH (APPROX, 6"X6") BACKFILL TOP OF GEOTEXTILE HERE GEOTEXTILE HERE 30 L202 ON LOAFOUd e202/6/2 -ALV SING -Ad G4YOSHO OY -Ad NMVY NOILdIYDSAqd D NOTES: 1. FRAME & COVER VULCAN FOUNDRY No. V-1344-1 OR U.S, FOUNDARY & MFG. CORP. CATALOG NUMBER USF 420 WITH CITY OF TUSCALOOSA LOGO OR APPROVED EQUAL. 2. ALL CASTINGS SHALL BE CLEARLY MARKED WITH THE MANUFACTURER'S NAME, PRODUCT CATALOG NO. AN MADE IN THE U.S.A, IN CAST LETTERS. NG DETAIL RINGS. SHRINK - FENCE IF FIRST NY CONSTRUCTION ORE ) ACROSS A FLAT STOP 3 OF RUNOFF AND ae SECTION (METHOD I) GEOTEXTII 4" WOOD POST OR AN APPROVED EQUAL hel SILT FENCE - TYPE "A" NOT TO SCALE -ENCES ARE TEMPORARY EROSION CONTROL ITEMS, TF TED OPPOSITE ERODABLE AREAS SUCH AS NEWLY GRA \DJACENT TO STREAMS AND CHANNELS, ENCE SHOULD BE PLACED WELL INSIDE RIGHT OF WAY -EARING LIMITS, THIS WILL ALLOW ROOM FOR A BACK UI MES FULL. SILT FENCES SHALL BE IN PLACE PRIOR TO A ATION. REVER POSSIBLE SILT FENCES SHALL BE CONSTRUCTEL IN THE SHAPE OF A HORSESHOE. THIS AIDS IN PONDIN( ITATES SEDIMENTATION. 2'-0" NOTES: 1. SILTI EREC AND / 2. SILT! OF CL BECO OPER 3. WHEF AREA FACIL WSOOTVOSNIL O8 jo NID Tov QAI YFINION COLLECTOR OR HIGHER CLASSIFICATION STREET WIDTH VARIES ? ? NT LOG THE WOODEN STAKES SHALL NOT OG MATERIAL. THE WOODEN STAKES SHALL ONLY MENT LOG NETTING, HALL BE CURLEX SEDIMENT LOGS AS \N EXCELSIOR COMPANY (AEC) OR APPROVED EQUAL. ENT CONTROL LOG | SALE NOTES: 1. WHEN STAKING THE SEDIMEI PENETRATE THE SEDIMENT L EXTEND THROUGH THE SEDII 2. SEDIMENT CONTROL LOGS S MANUFACTURED BY AMERIC/ SEDIM NOT TO S\ 2 WIRES TWISTED TO SINGLE TAUTNESS (12 GA. MINIMUM) [ GROUND LINE ) fj GEOTEXTILE | o i x = Oo z & oD w & = z ai > Oo Ss COVERED WIT CLOSED PICKHOLE: 350 POUND RING AND S-8yZ (S0Z) JNOHd s 1V VSOOTVOSNL d ALISHSAINA TOC? 17 ALID FHL AO 31440 ATCH EXISTING WIDTH COMPACT SUBGRADE TO 98% STANDARD PROCTOR DENSIT ICRETE VALLEY CURB M EXISTING GROUND ~ 3000 PSI MIN. CONCRETE CRUSHED AGGREGATE BASE MATERIAL (NO SEPARATE PAY ITEM) CON KICVT Ty REQ'D 3,000 PSI MIN. CONCRETE 3 CRUSHED AGGREGATE STONE BASE ED TO 100% AASHTO T-99) (6" MIN. 5) REQ'D 8255 (COMPACT THICKNESS (MIN.) OOTAAIMIL IM mM) Dp ry 30 L202 ON LOAFOUd e202/6/2 -ALV SING -Ad G4YOSHO OY -Ad NMVY NOILdIYDSAqd IN. CONCRETE ** (INVERTED) REQ'D 3,000 PSI h jGREGATE STONE BASE % AASHTO T-99) (6" MIN. THICKNESS) (PE "C" COMBINATION CURB & GUTTER ee T TO SCALE HEIGHT STREE - = KEY INTO WEARING SURFACE APPROX. 1.5" PSI MIN. CONCRETE ** REQ'D 825B CRUSHED AC (COMPACTED TO 100 ER. f1BNT LJ 4" | 3.5 HEIGHT ASPHALT SPEED T =D AGGREGATE STONE BASE 2 100% AASHTO T-99) (6" MIN. THICKNESS) REQ'D 3,000 TYPE "C" COMBINATION CURB & GUTT NOT TO SCALE NOTES: ewer Fie. F eer TABLE. 3.5 HEIGHT 3. 5 _ STANDARD | HEIGHT STREET KEY INTO WEARING SURFACE APPROX. 1.5 i AND AND ALDOT CTED X COMPACTED EMBANKMENT FILL/ UNCLASSIFIE EXCAVATION TO 98% AASHTO T-99 (MIN.) -RUSHED AGGREGATE STONE BASE ) TO 100% AASHTO T-99) 8" WIDE. D PROFILE OF THE EXISTING COMBINATION CURB / IF APPLICABLE) ON CRUSHED AGGREGATE STONE BASE COURSE ( ) TO 100% AASHTO T-99) UNLESS OTHERWISE DIRE VALLEY GUTTER REQ'D 825B C (COMPACTEL (6" MIN. THICI ANSION JT. REQ'D. @ 50 INTERVALS. CONTRACTIO! LL BE 10' 0.C. CONTRACTOR SHALL MATCH THE DIMENSIONS AN TER. GUTTER THICKNESS SHALL BE 6" MINIMUM. ( ROADWAY CURB AND GUTTERS TO BE INSTALLED | TION 825, TYPE B)(6" MIN. THICKNESS)(COMPACTEL ROADWAY TYPICAL SECTIONS. CONCRETE NOT TO SCALE REQ'D 825B CRUSHE (COMPACTED Tt WSOOTVOSNIL O8 jo NID Tov QAI YFINION [~ REQ'D PAVING SECTION (SEE TYPICAL SECTIONS) NOTES: 1. EXP SHA 2. THE GUT 3. ALL SEC ON | NG GROUND EXISTI NIW a0 = ib 6" MIN VARIES 6" VARIABLE LANE WIDTH VARIABLE LANE WIDTH Boal Boal TRAVEL ASPHALT SPEED TABLE (PLAN VIEW) NTS. LT SPEED TABLE aT rAL ' a ee BADRLE a VARIES 6" #1 EDGE OF SPEED TABLE nN v 9 m ASPHA TION B-B N.T.S. AGEeLIAI T CHRCESr j 1 *SEE NOTE EDGE OF PAVEMENT KEY INTO WEARING SURFACE APPROX. 1.5" SEC | MIN. CONCRETE 4' OR 6' REQ'D 3000 PS SWWVLAd GYVvdv NIOVAANNSSAY ACI : 5 (TYP.) (TYPICAL) TAAV SL THALN39 JO .NaO A et ement. S$ : . c ced in id markings . 12 fed 12 SOLID WHITE- THERMOPLASTIC alt for 14 "SHARK'S TOOTH y markings offic 5 MPH approach. iscaloosa. aluminum flat Ichannel, 2 ee ee ee ee oe ee te el >xtend to match the edge of pav ice warning markings shall be pla ~D 2009 Edition Figure 3B-31. Sc day the speed table is construct all not be installed on new asph stalling the speed table temporar pening the roadway to normal tr sign (36"x36) with a W13-1P "3 x24) shall be installed for each ked in the field by the City of TL pecifications for Type Ill Class 4 and shall be installed on a 12 L of the speed table shall White thermoplastic advar accordance with the MUT( shall be placed the same Thermoplastic markings sl days. Immediately after in shall be placed before rec operations. A W17-1 "SPEED TABLE Supplemental Plaque (24 Sign Locations will be sta Signs shall meet ALDOT s panel signs (.080 Guage) LBS/LF, Galvanized Post. NOLITHIC WITH (4 OR 6 REQ'D GUTTER LINE REQ'D POURED MO! CURB AND GUTTER WIDTH) L202 = eP LNaW2 JO 3 NV] JO 3NI _avou 3nnu3 IW) nen the edge _ ee ee NOT TO SCALE ss in width from the centerline, t NOTES: 1. If travel lane is 10 or les EP BY 1/8" WIDE AND SHALL BE 10'0O.C. WITH CONCRETE PAVEMENT (SEE "HAS A COMPRESSIVE STRENGTH OF FLAT SURFACES ADJACENT TO RVALS. CONTRACTION JOINTS SHALL BE SAWCUT 2" DE H ADJACENT PAVEMENT THICKNESS WHEN INSTALLED T DETAILS.) = PAVEMENT SHALL BE POURED WITH CONCRETE THAT FLEXURAL STRENGTH AT 28 DAYS. WELS, 14" LONG, 12" 0,C, AT ALL GUTTERS AND OTHER JSES COULD RIDE OVER. N JOINTS @ 10'0.C. EXPANSION JT. REQ'D. @ 50 INTE! GUTTER THICKNESS SHALL MATC PLANS AND CONCRETE PAVEMEN GUTTER ADJACENT TO CONCRET! 4500 PSI AT 28 DAYS AND 600 PSI | CONTRACTOR SHALL ADD 1"@ DO CONCRETE PAVEMENT WHERE BL REQ'D CONTRACTIO! SHEET NUMBER C6.2 BMWs fe ate