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IllinoisStNorthExt_ph2_01-26-06DE S C R I P T I O N (A P P R O A C H COMP. S U R F . I N T E R . TY P E O R SU R F A C E I N T E R M D . B A S E B A S E B A S E A G G R . 9 . 5 m m 1 9 . 0 m m CL A S S ) 9. 5 m m 1 9 . 0 m m 2 5 . 0 C 2 5 . 0 m m 2 5 . 0 m m T Y P E A N O . 7 3 1 1 0 2 2 0 Interm. "W " " L " I N O U T 1 2 C U T F I L L 3 8 5 # / S Y D 1 6 5 # / S Y D 2 2 0 # / S Y D 3 6 0 # / S Y D 3 5 0 # / S Y D 3 8 5 # / S Y D 4 4 0 # / S Y D 4 4 0 # / S Y D 6 i n . # / S Y D # / S Y D 6 i n . 8 i n . 9 i n . 1 . 5 in. 1 9 . 0 m m 7 i n . ft f t f t f t f t % % C Y S . C Y S . T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S T O N S S Y S . T O N S S Y S . S Y S P h a s e I I M a i n l i n e 1 7 5 0 2 3 3 5 3 8 1 5 5 2 0 5 4 8 7 5 P e d e s t r i a n P a t h w a y 8 . 0 17.80 3 1 7 6 1 9 1 6 6 5 1 1 4 + 2 4 . 0 0 R t . M o d . C l a s s I I I 2 6 . 7 1 6 . 0 2 0 . 0 1 5 . 0 1 1 4 + 2 6 . 0 0 L t . M o d . C l a s s I I I 3 1 . 9 2 3 . 4 2 5 . 0 2 0 . 0 1 1 6 + 4 4 . 0 0 R t . M o d . C l a s s I I I 1 5 . 1 2 8 . 4 2 0 . 0 2 0 . 0 1 1 7 + 4 0 . 0 0 R t . M o d . C l a s s I I I 2 6 . 0 2 1 . 4 2 0 . 0 2 0 . 0 1 2 0 + 0 3 . 0 0 R t . M o d . C l a s s I I I 2 6 . 4 1 3 . 6 2 0 . 0 2 0 . 0 1 2 2 + 1 1 . 0 0 L t . S h a k a m a c D r i v e 3 3 . 0 2 9 . 2 2 0 . 0 2 5 . 0 135 1 2 2 + 1 3 . 0 0 R t . M o d . C l a s s I I I 2 3 . 5 2 1 . 1 2 5 . 0 2 5 . 0 1 2 2 + 9 5 . 0 0 L t . S h a k a m a c D r i v e 3 0 . 0 2 6 . 8 2 5 . 0 1 5 . 0 106 1 7 5 0 2 3 3 5 5 2 0 5 4 8 7 5 0 6 4 . 7 8 3 1 7 6 1 9 1 6 6 5 2 4 1 DATE 31 O F 6 8 . DECORATIVE TRUCK APRON SUBBASE FOR PCCP 6" CONCRETE FOR DRIVES REMARKS 6 in.CYD.WEDGE AND LEVEL PRIME COAT TACK COAT 5 in.MILLINGCOMPACTED AGGREGATE NO. 53 TONS T O N S T O T A L : 4 7 8 7 5 9 WI D T H (S T A T I O N ) LE N G T H LO C A T I O N 15 1 5 # / S Y D TO N S ASPHALT FOR HMA FOR PATHS 0.040.04 0.1144.31 1.98 RE C O M M E N D E D FO R A P P R O V A L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DE S I G N E D : _ _ _ _ _ _ K D S ___ CH E C K E D : _ _ _ _ _ _ C M P ___DRAWN: _____KDS_________CHECKED: _____CMP ________DESIGN ENGINEER SHEETS PROJECT NO.CARMEL PROJ. NO. 04-12OF CARMEL SUMMARY OF QUANTITIES AND APPROACH TABLESURVEY BOOK CONTRACTN.A.BRIDGE FILE DESIGNATION NO.HORIZONTAL SCALE N.A.V ERTICAL SCALECITY SU M M A R Y O F Q U A N T I T I E S A N D A P P R O A C H T A B L E 0.08 0.15 6 8 4 7 7 1 2 0 3 7 9 91 1 D I S T A N C E B E Y O N D R / W L I N E RA D I I GR A D E (L E S S T H A N 10 % N O T SH O W N ) O : \ I N 2 0 0 4 \ 0 7 9 1 \ D r a w i n g s \ N o r t h E x t \ [ I N 2 0 0 4 . 0 7 9 1 . 3 . A P 0 1 . p h 2 . x l s ] A p p 1 / 2 7 / 0 6 1 : 1 1 P M 0.09 0.070.11 AP P R O A C H E S Co m p o s i t e H M A H M A D r i v e s TY P E A EX C A V A T I O N H M A F O R S H O U L D E R S FU L L D E P T H P A V E M E N T QC / Q A - H M A , 4 , 7 6 FO R R O A D S 16 5 # / S Y D 1 1 4 + 4 0 t o 1 6 7 + 2 7 1 1 5 + 0 0 t o 1 6 7 + 0 0 TO N S L i n e " C " FEDERAL ROAD REGION NO STATE P R O J E C T N O F I S C A L Y E A R S H E E T N O T O T A L S H E E T 5 I N D C P R O J 0 5 - 0 1 3 2 6 8 U N D E R D R A I N T A B L E 4 i n 6 i n (f t ) ( f t ) ( s y s ) ( c y s ) ( T o n ) % (Y / N ) (f t ) (CY) ( T o n ) Li n e " S - 1 - B " 49 + 8 7 85 9 . 7 2 N 51 + 1 0 85 9 . 3 5 N 2 0 8 8 5 7 . 9 0 51 + 1 0 85 9 . 3 5 N 2 0 8 8 5 7 . 9 0 52 + 2 6 85 8 . 7 7 N 2 1 1 8 5 7 . 9 0 52 + 2 6 85 8 . 7 7 N 2 1 1 8 5 7 . 9 0 55 + 2 5 85 9 . 6 7 N Li n e " C " 11 6 + 0 7 86 2 . 8 2 N 2 1 0 8 6 2 . 3 2 11 8 + 0 0 86 4 . 3 0 N 2 1 5 8 6 3 . 8 0 11 8 + 0 0 86 4 . 3 0 N 2 1 5 8 6 3 . 8 0 12 4 + 0 0 86 6 . 1 0 N 2 1 6 8 6 4 . 2 8 12 4 + 0 0 86 6 . 1 0 N 2 1 6 8 6 4 . 2 8 12 5 + 5 0 86 6 . 5 5 N 2 2 4 8 6 4 . 7 0 12 5 + 5 0 86 6 . 5 5 N 2 2 4 8 6 4 . 7 0 12 7 + 0 0 86 7 . 3 2 N 2 2 7 8 6 5 . 1 2 12 7 + 0 0 86 7 . 3 2 N 2 2 7 8 6 5 . 1 2 12 8 + 5 0 86 8 . 3 7 N 2 3 1 8 6 5 . 5 6 12 8 + 5 0 86 8 . 3 7 N 2 3 1 8 6 5 . 5 6 13 1 + 5 0 86 9 . 2 7 N 2 3 5 8 6 8 . 0 2 13 1 + 5 0 86 9 . 2 7 N 2 3 5 8 6 8 . 0 2 13 3 + 0 0 86 7 . 6 2 N 2 3 8 8 6 7 . 1 2 13 3 + 0 0 86 7 . 6 2 N 2 3 8 8 6 7 . 1 2 13 3 + 9 5 86 7 . 3 4 N 2 4 1 8 6 6 . 8 4 13 3 + 9 5 86 7 . 3 4 N 2 4 1 8 6 6 . 8 4 13 5 + 0 0 86 7 . 7 0 N 2 4 4 8 6 7 . 2 0 13 5 + 0 0 86 7 . 7 0 N 2 4 4 8 6 7 . 2 0 13 6 + 5 0 86 9 . 4 5 N 2 4 7 8 6 8 . 9 5 13 6 + 5 0 86 9 . 4 5 N 2 4 7 8 6 8 . 9 5 13 8 + 0 0 87 2 . 3 1 N 2 5 0 8 7 1 . 8 1 13 8 + 0 0 87 2 . 3 1 N 2 5 0 8 7 1 . 8 1 14 3 + 2 5 87 4 . 5 7 N 2 5 8 8 7 3 . 8 9 14 3 + 2 5 87 4 . 5 7 N 2 5 8 8 7 3 . 8 9 14 4 + 0 0 87 4 . 8 5 N 2 6 1 8 7 2 . 8 5 14 4 + 0 0 87 4 . 8 5 N 2 6 1 8 7 2 . 8 5 14 5 + 5 0 87 6 . 4 6 N 2 6 4 8 7 1 . 4 0 14 5 + 5 0 87 6 . 4 6 N 2 6 4 8 7 1 . 4 0 15 0 + 0 0 87 4 . 3 5 N 2 6 7 8 6 6 . 9 5 15 0 + 0 0 87 4 . 3 5 N 2 6 7 8 6 6 . 9 5 15 2 + 0 0 87 0 . 8 5 N 2 7 0 8 6 4 . 9 9 15 2 + 0 0 87 0 . 8 5 N 2 7 0 8 6 4 . 9 9 15 4 + 0 0 86 7 . 6 3 N 2 7 3 8 6 4 . 0 3 15 4 + 0 0 86 7 . 6 3 N 2 7 3 8 6 4 . 0 3 15 5 + 5 0 86 5 . 8 5 N 2 7 6 8 6 1 . 5 9 15 5 + 5 0 86 5 . 8 5 N 2 7 6 8 6 1 . 5 9 15 7 + 0 0 86 3 . 8 9 N 2 7 9 8 6 0 . 1 4 15 7 + 0 0 86 3 . 8 9 N 2 7 9 8 6 0 . 1 4 15 9 + 0 0 85 8 . 7 5 N 2 8 2 8 5 8 . 2 4 TO T A L -0 . 3 0 0 % R I G H T R I G H T 16 8 1 3 16 8 16 8 20 0 . 0 R I G H T 13 16 8 19 3 . 0 60 0 . 0 21 6 67 2 15 0 . 0 15 0 . 0 20 0 . 0 41 5 13 22 4 1 7 5, 4 1 1 4, 8 3 1 17 1317 15 0 . 0 50 4 22 4 45 0 . 0 16 8 22 4 84 6 3913 16 8 1 3 58 8 4 5 15 0 . 0 52 5 . 0 11 8 9 16 8 1 3 10 6 8 13 16 8 26 30 0 . 0 15 0 . 0 33 6 13 15 0 . 0 15 0 . 0 16 8 13 8 1 1 13 0 1 0 17 52 75 . 0 95 . 0 10 5 . 0 15 0 . 0 -0 . 3 0 0 % B Borrow for Structure Backfill U n d e r d r a i n P i p e L i m i t s C o n n e c t U n d e r d r a i n P i p e t o S t r u c t u r e N o . _ _ _ S p e c i a l G r a d e H M A f o r U n d e r d r a i n s A g g r e g a t e f o r U n d e r d r a i n s G e o t e x t i l e f o r U n d e r d r a i n s O u t l e t P i p e R e q u i r e d O u t l e t a t O u t l e t P r o t e c t o r N o . _ _ _ Median Left Ty p e 4 P i p e Outside Right S t r u c t u r e I n v e r t E l e v a t i o n O u t l e t S t a t i o n 1 5 0 m m O u t l e t P i p e 4 5 D e g r e e E l b o w s R e q u i r e d ( 1 o r 2 ) Outlet Protector Type Outlet Protector No. ___ O u t l e t E l e v a t i o n Median Right Connect Outlet Pipe to Structure No. ___Remarks OU T L E T P I P E LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left F l o w L i n e E l e v a t i o n @ U n d e r d r a i n P i p e L i m i t 20 0 . 0 15 0 . 0 -0 . 3 0 0 % 26 33 5 0. 5 0 0 % -0 . 3 0 0 % UN D E R D R A I N P I P E 0. 3 0 0 % 29 9 . 0 12 3 . 0 11 6 . 0 FEDERAL ROAD REGION NO STATE P R O J E C T N O F I S C A L Y E A R S H E E T N O T O T A L S H E E T 5 I N D C P R O J 0 5 - 0 1 3 3 6 8 U N D E R D R A I N T A B L E 4 i n 6 i n (f t ) ( f t ) ( s y s ) ( c y s ) ( T o n ) % (Y / N ) (f t ) (CY) ( T o n ) Li n e " C " 15 9 + 0 0 85 8 . 7 5 N 2 8 2 8 5 8 . 2 4 16 1 + 0 0 85 4 . 7 8 N 2 8 5 8 4 9 . 8 2 16 1 + 0 0 85 4 . 7 8 N 2 8 5 8 4 9 . 8 2 16 2 + 5 0 85 3 . 0 2 N 2 8 8 8 4 8 . 4 1 16 2 + 5 0 85 3 . 0 2 N 2 8 8 8 4 8 . 4 1 16 4 + 0 0 85 1 . 4 4 N 2 9 1 8 4 7 . 1 0 16 4 + 0 0 85 1 . 4 4 N 2 9 1 8 4 7 . 1 0 16 5 + 5 0 84 9 . 9 3 N 2 9 4 8 4 3 . 7 9 16 5 + 5 0 84 9 . 9 3 N 2 9 4 8 4 3 . 7 9 16 6 + 6 9 84 5 . 1 0 N 2 9 7 8 4 4 . 6 0 16 4 + 0 0 85 1 . 4 4 N 2 9 0 8 4 6 . 9 2 16 5 + 5 0 84 9 . 9 3 N 2 9 3 8 4 3 . 6 0 16 5 + 5 0 84 9 . 9 3 N 2 9 3 8 4 3 . 6 0 16 6 + 6 3 84 5 . 1 0 N 2 9 6 8 4 4 . 4 0 TO T A L 16 8 13 L E F T R I G H T 15 0 . 0 15 0 . 0 15 0 . 0 11 3 . 0 13 16 8 13 89 1, 1 5 6 1, 0 3 2 16 8 1 3 12 7 1 0 B Borrow for Structure Backfill O u t l e t a t O u t l e t P r o t e c t o r No. ___ U n d e r d r a i n P i p e L i m i t s C o n n e c t U n d e r d r a i n P i p e t o S t r u c t u r e N o . _ _ _ S p e c i a l G r a d e H M A f o r U n d e r d r a i n s A g g r e g a t e f o r U n d e r d r a i n s G e o t e x t i l e f o r U n d e r d r a i n s O u t l e t P i p e R e q u i r e d Median Left Ty p e 4 P i p e Outside Right S t r u c t u r e I n v e r t E l e v a t i o n O u t l e t S t a t i o n 1 5 0 m m O u t l e t P i p e 4 5 D e g r e e E l b o w s R e q u i r e d ( 1 o r 2 ) Outlet Protector Type Outlet Protector No. ___ O u t l e t E l e v a t i o n Median Right Connect Outlet Pipe to Structure No. ___Remarks OU T L E T P I P E LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left F l o w L i n e E l e v a t i o n @ U n d e r d r a i n P i p e L i m i t 17 22 4 UN D E R D R A I N P I P E 20 0 . 0 15 0 . 0 11 9 . 0 1 0 13 3 16 8 FEDERAL ROAD REGION NO STATE P R O J E C T N O F I S C A L Y E A R S H E E T N O T O T A L S H E E T 5 I N D C P R O J 0 5 - 0 1 3 4 6 8 U N D E R D R A I N T A B L E 4 i n 6 i n (f t ) ( f t ) ( s y s ) ( c y s ) ( T o n ) % (Y / N ) (f t ) (CY) ( T o n ) Li n e " C " 11 6 + 0 7 86 2 . 8 2 N 2 1 1 8 6 1 . 0 8 11 8 + 0 0 86 4 . 3 0 N 2 1 4 8 6 3 . 6 1 11 8 + 0 0 86 4 . 3 0 N 2 1 4 8 6 3 . 6 1 12 4 + 0 0 86 6 . 1 0 N 2 1 8 8 6 4 . 0 9 12 4 + 0 0 86 6 . 1 0 N 2 1 8 8 6 4 . 0 9 12 5 + 5 0 86 6 . 5 5 N 2 2 3 8 6 4 . 5 1 12 5 + 5 0 86 6 . 5 5 N 2 2 3 8 6 4 . 5 1 12 7 + 0 0 86 7 . 3 2 N 2 2 6 8 6 4 . 9 3 12 7 + 0 0 86 7 . 3 2 N 2 2 6 8 6 4 . 9 3 12 8 + 5 0 86 8 . 3 7 N 2 3 0 8 6 5 . 3 7 12 8 + 5 0 86 8 . 3 7 N 2 3 0 8 6 5 . 3 7 13 1 + 5 0 86 9 . 2 7 N 2 3 4 8 6 7 . 8 4 13 1 + 5 0 86 9 . 2 7 N 2 3 4 8 6 7 . 8 4 13 3 + 0 0 86 7 . 6 2 N 2 3 7 8 6 6 . 9 4 13 3 + 0 0 86 7 . 6 2 N 2 3 7 8 6 6 . 9 4 13 3 + 9 5 86 7 . 9 1 N 2 4 0 8 6 6 . 3 4 13 3 + 9 5 86 7 . 3 4 N 2 4 0 8 6 6 . 3 4 13 5 + 0 0 86 7 . 7 0 N 2 4 3 8 6 7 . 0 2 13 5 + 0 0 86 7 . 7 0 N 2 4 3 8 6 7 . 0 2 13 6 + 5 0 86 9 . 4 5 N 2 4 6 8 6 8 . 7 6 13 6 + 5 0 86 9 . 4 5 N 2 4 6 8 6 8 . 7 6 13 8 + 0 0 87 2 . 3 1 N 2 4 9 8 7 1 . 6 2 13 8 + 0 0 87 2 . 3 1 N 2 4 9 8 7 1 . 6 2 13 9 + 5 0 87 5 . 1 3 N 2 5 7 8 7 4 . 6 3 13 9 + 5 0 87 5 . 1 3 N 2 5 7 8 7 4 . 6 3 14 4 + 0 0 87 6 . 4 8 N 2 6 0 8 7 2 . 6 7 14 4 + 0 0 87 6 . 4 8 N 2 6 0 8 7 2 . 6 7 14 5 + 5 0 87 6 . 4 6 N 2 6 3 8 7 1 . 2 1 14 5 + 5 0 87 6 . 4 6 N 2 6 3 8 7 1 . 2 1 15 0 + 0 0 87 4 . 3 5 N 2 6 6 8 6 6 . 5 1 15 0 + 0 0 87 4 . 3 5 N 2 6 6 8 6 6 . 5 1 15 2 + 0 0 87 0 . 8 5 N 2 6 9 8 6 4 . 8 1 15 2 + 0 0 87 0 . 8 5 N 2 6 9 8 6 4 . 8 1 15 4 + 0 0 86 7 . 6 3 N 2 7 2 8 6 2 . 8 5 15 4 + 0 0 86 7 . 6 3 N 2 7 2 8 6 2 . 8 5 15 5 + 5 0 86 5 . 8 5 N 2 7 5 8 6 1 . 4 0 15 5 + 5 0 86 5 . 8 5 N 2 7 5 8 6 1 . 4 0 15 7 + 0 0 86 3 . 8 9 N 2 7 8 8 5 9 . 9 5 15 7 + 0 0 86 3 . 8 9 N 2 7 8 8 5 9 . 9 5 15 9 + 0 0 85 8 . 7 4 N 2 8 1 8 5 8 . 0 5 15 9 + 0 0 85 8 . 7 4 N 2 8 1 8 5 8 . 0 5 16 1 + 0 0 85 4 . 4 1 N 2 8 4 8 4 9 . 6 3 16 1 + 0 0 85 4 . 4 1 N 2 8 4 8 4 9 . 6 3 16 2 + 5 0 85 2 . 1 0 N 2 8 7 8 4 8 . 2 3 16 2 + 5 0 85 2 . 1 0 N 2 8 7 8 4 8 . 2 3 16 4 + 0 0 84 9 . 1 3 N 2 9 0 8 4 6 . 9 2 TO T A L UN D E R D R A I N P I P E 19 3 . 0 60 0 . 0 Outside Left F l o w L i n e E l e v a t i o n @ U n d e r d r a i n P i p e L i m i t 15 0 . 0 15 0 . 0 -0 . 3 0 0 % -0 . 3 0 0 % -0 . 3 0 0 % O u t l e t E l e v a t i o n Median Right Connect Outlet Pipe to Structure No. ___Remarks OU T L E T P I P E LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation O u t l e t a t O u t l e t P r o t e c t o r No. ___Median Left Ty p e 4 P i p e Outside Right S t r u c t u r e I n v e r t E l e v a t i o n O u t l e t S t a t i o n 1 5 0 m m O u t l e t P i p e 4 5 D e g r e e E l b o w s R e q u i r e d ( 1 o r 2 ) Outlet Protector Type Outlet Protector No. ___ 30 0 . 0 B Borrow for Structure Backfill U n d e r d r a i n P i p e L i m i t s C o n n e c t U n d e r d r a i n P i p e t o S t r u c t u r e N o . _ _ _ S p e c i a l G r a d e H M A f o r U n d e r d r a i n s A g g r e g a t e f o r U n d e r d r a i n s G e o t e x t i l e f o r U n d e r d r a i n s O u t l e t P i p e R e q u i r e d 15 0 . 0 10 6 11 8 95 . 0 8 9 10 5 . 0 -0 . 3 0 0 % 20 0 . 0 15 0 . 0 15 0 . 0 45 0 . 0 21 6 1 7 67 2 5 2 13 13 15 0 . 0 16 8 1 3 13 16 8 16 8 1 3 50 4 3 9 16 8 1 3 50 4 3 9 15 0 . 0 45 0 . 0 22 4 1 7 1317 20 0 . 0 16 8 22 4 15 0 . 0 22 4 16 8 1 3 1717 16 8 1 3 5, 3 6 8 4, 7 9 3 15 0 . 0 20 0 . 0 20 0 . 0 41 2 13 -0 . 3 0 0 % 16 8 1 3 13 26 33 6 16 8 L E F T L E F T 16 8 22 4 15 0 . 0 15 0 . 0 15 0 . 0 16 8 16 8 UP S T R E A M in ft f t E L E V . Y R. C Y S T O N T O N T O N S Y S E A C H T Y P E S L O P E E A C H S L O P E E A C H L i n e " S - 1 - B " 2 1 4 5 1 + 1 0 . x 1 8 2 C A T C H B A S I N C - 1 5 4 3 . 4 8 5 7 . 9 6 7 5 N A 1 1 . 8 215 2 1 5 5 1 + 1 0 . x 1 8 2 M A N H O L E C - 4 8 0 3 . 4 8 5 7 . 9 5 7 5 N A 1 3 9 . 2 1 # N / A 2 1 6 5 2 + 2 6 . x 1 2 2 I N L E T B - 1 5 4 5 2 . 7 8 5 8 . 2 9 7 5 N A 1 1 3 . 2 217 2 1 7 5 2 + 2 6 . x 1 5 2 C A T C H B A S I N C - 1 5 3 2 2 . 8 8 5 7 . 9 0 7 5 N A 1 1 1 . 2 1 # N / A L i n e " C " 2 1 7 A 1 1 5 + 7 5 x M A N H O L E C - 4 4 . 1 E X . 7 5 N A 1 2 5 EX. 2 1 8 1 1 6 + 0 7 x 2 4 2 M A N H O L E C - 4 4 1 4 . 4 8 6 0 . 0 8 7 5 N A 1 3 2 . 6 1 2 1 7 A 2 1 9 1 1 6 + 0 7 x 1 2 2 C A T C H B A S I N C - 1 5 3 4 . 1 8 6 1 . 0 8 7 5 N A 1 1 218 2 2 0 1 1 6 + 0 7 x 1 2 2 I N L E T B - 1 5 6 2 3 . 3 8 6 2 . 3 2 7 5 N A 1 2 2 . 8 219 2 2 1 1 1 8 + 0 0 x 2 4 2 M A N H O L E C - 4 1 8 5 4 . 5 8 6 1 . 0 0 7 5 N A 1 1 5 1 218 2 2 2 1 1 8 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 2 8 6 3 . 6 1 7 5 N A 1 0 . 9 221 2 2 3 1 1 8 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 6 3 . 8 0 7 5 N A 1 1 8 . 6 222 2 2 3 A 1 2 2 + 6 0 x I N L E T B - 1 5 1 5 8 6 5 . 4 9 2 2 4 1 2 4 + 0 0 x 1 8 2 M A N H O L E C - 4 2 7 1 . 9 8 6 4 . 0 9 7 5 N A 1 7 #N/A 2 2 5 1 2 4 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 6 8 6 4 . 0 9 7 5 N A 1 1 . 1 224 2 2 6 1 2 4 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 3 . 3 8 6 4 . 2 8 7 5 N A 1 2 2 . 6 225 2 2 7 1 2 5 + 5 0 x 1 5 2 M A N H O L E C - 4 1 4 0 3 . 9 8 6 4 . 5 0 7 5 N A 1 7 0 . 3 224 2 2 8 1 2 5 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 4 . 2 8 6 4 . 5 1 7 5 N A 1 1 . 3 227 2 2 9 1 2 5 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 3 . 8 8 6 4 . 7 0 7 5 N A 1 2 7 . 3 228 2 3 0 1 2 7 + 0 0 x 1 5 2 M A N H O L E C - 4 1 4 0 4 . 5 8 6 4 . 9 2 7 5 N A 1 8 2 . 7 227 2 3 1 1 2 7 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 4 . 8 8 6 4 . 9 3 7 5 N A 1 1 . 5 230 2 3 2 1 2 7 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 4 . 5 8 6 5 . 1 2 7 5 N A 1 3 2 . 6 231 2 3 3 1 2 7 + 7 5 x 1 2 2 M A N H O L E C - 4 7 3 5 . 2 8 6 5 . 1 4 7 5 N A 1 4 5 . 5 230 2 3 4 1 2 8 + 5 0 x 1 2 2 M A N H O L E C - 4 7 5 5 . 5 8 6 5 . 3 6 7 5 N A 1 5 0 . 3 233 2 3 5 1 2 8 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 5 . 4 8 6 5 . 3 7 7 5 N A 1 1 . 8 234 2 3 6 1 2 8 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 5 . 1 8 6 5 . 5 6 7 5 N A 1 3 7 . 9 235 2 3 7 1 3 1 + 5 0 x 2 4 2 M A N H O L E C - 4 4 2 3 . 0 8 6 4 . 6 3 7 5 N A 1 2 2 . 8 1 # N / A 2 3 8 1 3 1 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 6 7 . 8 4 7 5 N A 1 0 . 9 1 2 3 7 2 3 9 1 3 1 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 6 8 . 0 2 7 5 N A 1 1 8 . 6 238 2 4 0 1 3 3 + 0 0 x 2 4 2 M A N H O L E C - 4 1 4 6 4 . 9 8 6 5 . 0 6 7 5 N A 1 1 2 9 237 2 4 1 1 3 3 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 6 6 . 9 4 7 5 N A 1 0 . 9 240 2 4 2 1 3 3 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 6 7 . 1 2 7 5 N A 1 1 8 . 6 241 2 4 3 1 3 3 + 9 5 x 1 8 2 M A N H O L E C - 4 9 1 3 . 9 8 6 5 . 8 4 7 5 N A 1 5 1 . 7 240 2 4 4 1 3 3 + 9 5 x 1 2 2 C A T C H B A S I N C - 1 5 3 3 . 4 8 6 6 . 3 4 7 5 N A 1 0 . 8 243 2 4 5 1 3 3 + 9 5 x 1 2 2 I N L E T B - 1 5 6 2 2 . 9 8 6 6 . 8 4 7 5 N A 1 1 9 . 8 244 HORIZONTAL SCALE N/A VERTICAL SCALE N/A SURVEY BOOK 35 of 68 CONTRACT . 1 / 2 7 / 2 0 0 6 9 : 2 1 O : \ I N 2 0 0 4 \ 0 7 9 1 \ D r a w i n g s \ N o r t h E x t \ [ I N 2 0 0 4 . 0 7 9 1 . 3 . S D 0 4 . p h 2 . x l s ] S t r u c t u r e D a t a 8 6 6 . 3 4 8 6 6 . 9 4 LO C A T I O N FL O W L I N E ST A T I O N L E F T C R O S S R I G H T DO W N S T R E A M EL E V . REMARKS CONNECT TO STR. NO.REVETMENT RIPRAP GEOTEXTILES CONCRETE, CLASS A, FOR STRUCTURESPIPE END SECTIONGRATED BOX END SECTIONSAFETY METAL END SECTION S T R U C T U R E N U M B E R SI Z E P I P E T Y P E MA N H O L E , I N L E T , C A T C H B A S I N , O R SP E C I A L T Y S T R U C T U R E L E N G T H S K E W C O V E R S E R V I C E L I F E B A C K F I L L M E T H O D CH E C K E D : RE C O M M E N D E D 8 6 5 . 3 6 8 6 5 . 3 7 S I T E D E S I G N A T I O N p H Connect to existing 12" RCP. ST R U C T U R E D A T A 8 6 4 . 0 9 BRIDGE FILE CARMEL PROJ. NO. 05-01 DE S I G N E D : B A B B A B PROJECT NO.CHECKED: CM P C M P DESIGNATION NO.SHEETS D E S I G N E N G I N E E R D A T E DRAWN: 8 6 6 . 3 4 8 6 4 . 6 3 8 6 6 . 9 3 8 6 5 . 5 6 7 . 0 8 6 7 . 8 4 8 6 4 . 9 2 8 6 5 . 1 4 8 6 4 . 5 0 8 6 7 . 8 3 STRUCTURE DATA TABLE 8 6 4 . 5 1 8 6 4 . 5 0 8 6 4 . 9 2 8 6 4 . 9 3 8 6 4 . 0 9 8 6 4 . 5 0 8 6 4 . 0 9 8 6 3 . 4 4 8 6 3 . 6 1 8 6 1 . 0 8 8 6 0 . 4 5 8 5 8 . 1 5 E X . 8 5 9 . 9 6 8 6 1 . 0 8 Cap existing structure & Connect new pipe to existing pipe. 8 5 7 . 9 5 8 5 7 . 7 1 8 5 7 . 8 1 8 6 4 . 0 1 CYS 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CLASS II RIPRAP 7 . 0 S T R U C T U R E B A C K F I L L CLASS I RIPRAP 7 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CITY OF CARMEL FO R A P P R O V A L UP S T R E A M in ft f t E L E V . Y R. C Y S T O N T O N T O N S Y S E A C H T Y P E S L O P E E A C H S L O P E E A C H L i n e " C " 2 4 6 1 3 5 + 0 0 x 1 8 2 M A N H O L E C - 4 1 0 1 3 . 3 8 6 6 . 5 1 7 5 N A 1 4 7 . 6 243 2 4 7 1 3 5 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 6 7 . 0 2 7 5 N A 1 0 . 9 246 2 4 8 1 3 5 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 6 7 . 2 0 7 5 N A 1 1 8 . 6 247 2 4 9 1 3 6 + 5 0 x 1 2 2 M A N H O L E C - 4 1 4 6 3 . 1 8 6 8 . 7 5 7 5 N A 1 5 0 . 7 246 2 5 0 1 3 6 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 6 8 . 7 6 7 5 N A 1 0 . 9 249 2 5 1 1 3 6 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 6 8 . 9 5 7 5 N A 1 1 8 . 6 250 2 5 2 1 3 8 + 0 0 x 1 2 2 M A N H O L E C - 4 1 4 8 3 . 1 8 7 1 . 6 2 7 5 N A 1 5 1 . 1 249 2 5 3 1 3 8 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 7 1 . 6 3 7 5 N A 1 0 . 9 252 2 5 4 1 3 8 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 7 1 . 8 1 7 5 N A 1 1 8 . 6 253 2 5 5 1 3 8 + 7 5 x 1 2 2 M A N H O L E C - 4 7 5 3 . 0 8 7 3 . 4 3 7 5 N A 1 2 4 . 3 252 2 5 6 1 3 9 + 5 0 x 1 2 2 M A N H O L E C - 4 7 5 3 . 0 8 7 4 . 6 2 7 5 N A 1 2 5 . 1 255 2 5 7 1 3 9 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 2 . 9 8 7 4 . 6 3 7 5 N A 1 0 . 9 256 2 5 8 1 4 3 + 2 5 x 1 5 2 M A N H O L E C - 4 7 0 4 . 0 8 7 3 . 4 5 7 5 N A 1 3 6 . 5 261 2 5 9 1 4 3 + 2 5 x 1 5 2 C A T C H B A S I N C - 1 5 3 3 . 3 8 7 3 . 4 6 7 5 N A 1 0 . 9 258 2 6 0 1 4 3 + 2 5 x 1 2 2 I N L E T B - 1 5 6 2 2 . 9 8 7 3 . 8 9 7 5 N A 1 2 0 259 2 6 1 1 4 4 + 0 0 x 1 5 2 M A N H O L E C - 4 1 4 6 6 . 4 8 7 2 . 4 0 7 5 N A 1 1 3 0 264 2 6 2 1 4 4 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 4 . 6 8 7 2 . 6 6 7 5 N A 1 1 . 5 261 2 6 3 1 4 4 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 4 . 3 8 7 2 . 8 5 7 5 N A 1 3 0 . 9 262 2 6 4 1 4 5 + 5 0 x 1 5 2 M A N H O L E C - 4 4 4 6 9 . 1 8 7 0 . 9 5 7 5 N A 1 6 0 3 267 2 6 5 1 4 5 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 7 . 7 8 7 1 . 2 1 7 5 N A 1 2 . 7 264 2 6 6 1 4 5 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 7 . 3 8 7 1 . 3 9 7 5 N A 1 5 8 . 7 265 2 6 7 1 5 0 + 0 0 x 1 5 2 M A N H O L E C - 4 1 9 6 9 . 5 8 6 6 . 4 9 7 5 N A 1 2 7 9 270 2 6 8 1 5 0 + 0 0 x 1 5 2 C A T C H B A S I N K - 1 0 3 1 0 . 0 8 6 6 . 5 0 7 5 N A 1 4 . 1 267 2 6 9 1 5 0 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 9 . 7 8 6 6 . 9 4 7 5 N A 1 8 2 . 5 268 2 7 0 1 5 2 + 0 0 x 1 8 2 M A N H O L E C - 4 1 9 6 8 . 1 8 6 4 . 2 9 7 5 N A 1 2 5 2 273 2 7 1 1 5 2 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 8 . 5 8 6 4 . 8 0 7 5 N A 1 3 1 2 7 0 2 7 2 1 5 2 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 8 . 1 8 6 4 . 9 9 7 5 N A 1 6 6 . 5 271 2 7 3 1 5 4 + 0 0 x 2 4 2 M A N H O L E C - 4 1 4 6 7 . 3 8 6 1 . 8 4 7 5 N A 1 1 9 9 276 2 7 4 1 5 4 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 7 . 2 8 6 2 . 8 5 7 5 N A 1 2 . 5 273 2 7 5 1 5 4 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 6 . 9 8 6 3 . 0 3 7 5 N A 1 5 4 . 2 274 2 7 6 1 5 5 + 5 0 x 2 4 2 M A N H O L E C - 4 1 4 5 6 . 8 8 6 0 . 3 8 7 5 N A 1 1 8 6 279 2 7 7 1 5 5 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 6 . 9 8 6 1 . 3 9 7 5 N A 1 2 . 3 276 2 7 8 1 5 5 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 6 . 5 8 6 1 . 5 8 7 5 N A 1 5 1 . 2 277 HORIZONTAL SCALE N/A VERTICAL SCALE N/A SURVEY BOOK 36 of 68 CONTRACT . CITY OF CARMEL FO R A P P R O V A L 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CLASS II RIPRAP 7 . 0 S T R U C T U R E B A C K F I L L CLASS I RIPRAP 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CYS 7 . 0 8 6 7 . 3 9 8 7 4 . 6 2 7 . 0 8 6 6 . 2 1 8 6 7 . 0 1 8 6 9 . 1 7 8 7 1 . 6 2 8 7 1 . 6 3 8 6 7 . 0 2 8 6 8 . 7 5 8 6 8 . 7 6 8 7 3 . 4 5 8 7 2 . 0 4 8 7 3 . 5 0 8 7 3 . 7 1 8 7 0 . 9 5 STRUCTURE DATA TABLE 8 7 2 . 6 5 8 7 2 . 6 6 8 6 6 . 4 9 8 7 1 . 2 0 8 6 4 . 8 0 8 7 1 . 2 1 8 6 4 . 5 4 8 6 2 . 3 4 8 6 4 . 7 9 8 5 8 . 9 4 7 . 0 8 6 1 . 3 8 8 6 0 . 3 8 8 6 2 . 8 4 DESIGNATION NO.SHEETS D E S I G N E N G I N E E R D A T E DRAWN:CARMEL PROJ. NO. 05-01 DE S I G N E D : B A B B A B PROJECT NO.CHECKED: CM P C M P BRIDGE FILE ST R U C T U R E D A T A 8 7 2 . 7 5 B A C K F I L L M E T H O D CH E C K E D : RE C O M M E N D E D 8 6 6 . 4 9 8 6 6 . 7 5 S I T E D E S I G N A T I O N p H S T R U C T U R E N U M B E R SI Z E P I P E T Y P E MA N H O L E , I N L E T , C A T C H B A S I N , O R SP E C I A L T Y S T R U C T U R E L E N G T H S K E W C O V E R S E R V I C E L I F E REMARKS CONNECT TO STR. NO.REVETMENT RIPRAP GEOTEXTILES CONCRETE, CLASS A, FOR STRUCTURESPIPE END SECTIONGRATED BOX END SECTIONSAFETY METAL END SECTION LO C A T I O N FL O W L I N E ST A T I O N L E F T C R O S S R I G H T DO W N S T R E A M EL E V . 1 / 2 7 / 2 0 0 6 9 : 2 3 O : \ I N 2 0 0 4 \ 0 7 9 1 \ D r a w i n g s \ N o r t h E x t \ [ I N 2 0 0 4 . 0 7 9 1 . 3 . S D 0 5 . p h 2 . x l s ] S t r u c t u r e D a t a 8 6 1 . 3 9 8 6 2 . 8 5 UP S T R E A M in ft f t E L E V . Y R. C Y S T O N T O N T O N S Y S E A C H T Y P E S L O P E E A C H S L O P E E A C H L i n e " C " 2 7 9 1 5 7 + 0 0 x 2 4 2 M A N H O L E C - 4 1 9 4 5 . 0 8 5 8 . 9 4 7 5 N A 1 1 7 7 282 2 8 0 1 5 7 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 6 . 4 8 5 9 . 9 4 7 5 N A 1 2 . 1 279 2 8 1 1 5 7 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 6 . 0 8 6 0 . 1 3 7 5 N A 1 4 6 . 4 280 2 8 2 1 5 9 + 0 0 x 3 6 2 M A N H O L E J - 4 1 9 4 9 . 1 8 4 9 . 0 7 7 5 N A 1 5 0 4 285 2 8 3 1 5 9 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 3 . 1 8 5 8 . 0 5 7 5 N A 1 0 . 9 282 2 8 4 1 5 9 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 2 . 8 8 5 8 . 2 4 7 5 N A 1 1 8 . 6 283 2 8 5 1 6 1 + 0 0 x 3 6 2 M A N H O L E J - 4 1 4 0 7 . 5 8 4 7 . 1 3 7 5 N A 1 2 9 5 288 2 8 6 1 6 1 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 7 . 7 8 4 9 . 1 4 7 5 N A 1 2 . 7 285 2 8 7 1 6 1 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 7 . 4 8 4 9 . 3 2 7 5 N A 1 5 8 . 9 286 2 8 8 1 6 2 + 5 0 x 3 6 2 M A N H O L E J - 4 1 3 0 6 . 2 8 4 5 . 7 4 7 5 N A 1 2 2 8 291 2 8 9 1 6 2 + 5 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 6 . 8 8 4 7 . 7 4 7 5 N A 1 2 . 3 288 2 9 0 1 6 2 + 5 0 x 1 2 2 I N L E T J - 1 0 6 2 6 . 4 8 4 7 . 9 3 7 5 N A 1 5 0 . 2 289 2 9 1 1 6 4 + 0 0 x 3 6 2 M A N H O L E J - 4 1 3 1 4 . 2 8 4 4 . 4 4 7 5 N A 1 1 6 0 294 2 9 2 1 6 4 + 0 0 x 1 2 2 C A T C H B A S I N K - 1 0 3 5 . 1 8 4 6 . 4 5 7 5 N A 1 1 . 6 291 2 9 3 1 6 4 + 0 0 x 1 2 2 I N L E T J - 1 0 6 2 4 . 8 8 4 6 . 6 3 7 5 N A 1 3 5 . 2 292 2 9 4 1 6 5 + 5 0 x 2 4 2 M A N H O L E C - 4 6 2 3 . 1 8 4 3 . 1 3 7 5 N A 1 5 8 . 7 295 2 9 5 1 6 5 + 5 0 x 1 8 2 M A N H O L E C - 4 8 0 5 . 0 8 4 2 . 9 4 7 5 N A 1 5 9 . 4 1 2 9 6 1 6 6 + 6 3 x 1 2 2 I N L E T B - 1 5 6 3 6 . 6 8 4 5 . 5 2 7 5 N A 1 5 0 . 3 297 2 9 7 1 6 6 + 6 3 x 1 2 2 I N L E T C - 1 5 1 5 7 . 0 8 4 4 . 3 2 7 5 N A 1 2 0 . 1 L i n e " T - 1 - A " 1 7 6 A 0 + 6 5 . 5 x 1 8 2 M A N H O L E J - 4 1 8 0 . 8 8 4 9 . 0 7 7 5 N A 1 1 . 8 1 1 7 6 B 2 + 1 6 . 6 x 3 0 2 M A N H O L E J - 4 1 4 6 1 . 8 8 4 9 . 7 5 7 5 N A 1 6 6 . 2 176A 1 7 6 C 3 + 6 1 . 2 x 3 0 2 M A N H O L E J - 4 1 3 9 3 . 2 8 5 0 . 2 6 7 5 N A 1 1 0 7 176B HORIZONTAL SCALE N/A VERTICAL SCALE N/A SURVEY BOOK 37 of 68 CONTRACT . 1 / 2 7 / 2 0 0 6 1 3 : 5 7 O : \ I N 2 0 0 4 \ 0 7 9 1 \ D r a w i n g s \ N o r t h E x t \ [ I N 2 0 0 4 . 0 7 9 1 . 3 . S D 0 6 . p h 2 . x l s ] S t r u c t u r e D a t a LO C A T I O N FL O W L I N E ST A T I O N L E F T C R O S S R I G H T DO W N S T R E A M EL E V . REMARKS CONNECT TO STR. NO.REVETMENT RIPRAP GEOTEXTILES CONCRETE, CLASS A, FOR STRUCTURESPIPE END SECTIONGRATED BOX END SECTIONSAFETY METAL END SECTION S T R U C T U R E N U M B E R SI Z E P I P E T Y P E MA N H O L E , I N L E T , C A T C H B A S I N , O R SP E C I A L T Y S T R U C T U R E L E N G T H S K E W C O V E R S E R V I C E L I F E B A C K F I L L M E T H O D CH E C K E D : RE C O M M E N D E D 8 4 9 . 7 5 S I T E D E S I G N A T I O N p H ST R U C T U R E D A T A 8 4 3 . 1 3 BRIDGE FILE CARMEL PROJ. NO. 05-01 DE S I G N E D : B A B B A B PROJECT NO.CHECKED: CM P C M P DESIGNATION NO.SHEETS D E S I G N E N G I N E E R D A T E DRAWN: 8 4 9 . 0 0 8 4 9 . 0 7 STRUCTURE DATA TABLE 8 4 2 . 5 4 8 4 4 . 3 2 8 4 0 . 5 0 8 4 6 . 4 5 8 4 2 . 9 4 8 4 6 . 4 4 8 4 4 . 4 4 8 4 7 . 7 4 8 4 9 . 1 3 8 4 9 . 1 4 8 5 9 . 9 4 8 5 8 . 0 4 8 5 8 . 0 5 8 4 5 . 7 4 8 5 7 . 0 0 8 5 9 . 9 4 8 4 7 . 1 3 8 4 7 . 7 4 7 . 0 CYS 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CLASS II RIPRAP 7 . 0 S T R U C T U R E B A C K F I L L CLASS I RIPRAP 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 7 . 0 CITY OF CARMEL FO R A P P R O V A L