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HomeMy WebLinkAboutTW Ford Civil Plans Re-Bid Set 11-23-15.pdfSI T E E 96TH STREETKEYSTONE AVE (SR 431)SITE TO M W O O D F O R D CO N S T R U C T I O N P L A N S 31 3 0 E A S T 9 6 T H S T R E E T CA R M E L , I N D I A N A TO M W O O D I N C . 30 0 3 E . 9 8 T H S T R E E T , S U I T E 2 0 1 IN D I A N A P O L I S , I N 4 6 2 8 0 31 7 - 5 7 4 - 0 1 4 3 Fa x - 5 7 3 - 9 8 9 5 Co n t a c t : J O H N W O O D em a i l : j o h n _ w o o d @ t o m w o o d . c o m DE V E L O P E R : E N G I N E E R : RO G E R W A R D E N G I N E E R I N G , I N C . 74 7 4 N O E L R O A D IN D I A N A P O L I S , I N 4 6 2 7 8 31 7 - 2 5 1 - 1 7 3 8 Fa x - 2 5 1 - 1 9 2 3 Co n t a c t : R O G E R W A R D em a i l : r w a r d @ r w - e n g i n e e e r i n g . c o m 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20CONSTRUCTION NOTES 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN INDIVIDUAL LOT PERMIT.2. IF IT WILL BE NECESSARY TO RELO CATE EXISTING UTIL ITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONS IBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WI THIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.C100 JOB#: BAX.003COVER SHEETDATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS BY:RE-BID SET 11/23/15 E E JOB#: BAX.003DATE: 5/18/2015 DRAWN BY: CAP(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS C1 2 A b r o n z e p l a t e s t a m p e d H A M G 3 0 s e t i n t h e t o p of t h e s o u t h e n d o f t h e w e s t p a r a p a t o f a n 18 f t s l a b - t o p c u l v e r t o n t h e w e s t s i d e o f K e y s t o n e A v e n u e o v e r C a r m e l C r e e k . E L E V 77 3 . 5 0 N A V D 8 8 SY M B O L L E G E N D Cu r b I n l e t St o r m M a n h o l e Ut i l i t y P o l e Ar e a L i g h t Bo l l a r d W Wa t e r V a l v e Ga s M e t e r Wa t e r M e t e r Fi r e H y d r a n t Ga s V a l v e Gu y A n c h o r E T MH St o r m I n l e t Ex i s t i n g T r e e Ca p p e d R e b a r S e t Sa n i t a r y M a n h o l e Te l e p h o n e M a n h o l e Tr a f f i c M a n h o l e El e c t r i c M e t e r Pl a t D i s t a n c e Me a s u r e d D i s t a n c e De e d D i s t a n c e Te l e p h o n e P e d e s t a l El e c t r i c P e d e s t a l El e c t r i c T r a n s f o r m e r Cl e a n O u t Si g n Ha n d i c a p P a r k i n g INDIANAPOLIS, INDIANATOM WOOD FORD & FIDELITY TITLE Prepared For: Th e p l a i n m e t r i c a n d t o p o g r a p h i c d a t a w a s g a t h e r e d u s i n g s t a n d a r d r a d i a l s u r v e y i n g t e c h n i q u e s w i t h a n el e c t r o n i c i n s t r u m e n t w i t h a d a t a c o l l e c t o r . E l e v a t i o n s o n h a r d s u r f a c e s o r s t r u c t u r e s a r e a c c u r a t e t o wi t h i n 0 . 0 5 f e e t ; e l e v a t i o n s o n n a t u r a l s u r f a c e s a r e a c c u r a t e t o w i t h i n 0 . 1 f e e t o n t h e d a t e o n w h i c h t h e el e v a t i o n s w e r e o b t a i n e d ; h o w e v e r , c h a n g e s i n e l e v a t i o n s c a n o c c u r d u e t o s o i l s s w e l l a n d s u b s i d e n c e , fr e e z e t h a w c y c l e s , a n d w i n d a n d w a t e r e r o s i o n . T h e m a g n i t u d e o f t h e s e c h a n g e s d e p e n d s u p o n s o i l s ty p e s , s e a s o n a l c h a n g e s , a n d t h e f r e q u e n c y a n d i n t e n s i t y o f w i n d , r a i n , a n d s n o w e v e n t s . I t i s re c o m m e n d e d t h a t i f t h e t o p o g r a p h i c d a t a i s t o b e u s e d f o r p l a n n i n g o r d e s i g n p u r p o s e s t h a t a c h e c k o f el e v a t i o n s b e p e r f o r m e d p r i o r t o a n y c o n s t r u c t i o n a c t i v i t y . C o n t o u r s a r e p l o t t e d b a s e d u p o n i n t e r p o l a t i o n of t h e s p o t e l e v a t i o n s s h o w n h e r e o n a n d a r e g e n e r a l l y a c c u r a t e w i t h i n o n e - h a l f o f t h e c o n t o u r i n t e r v a l de p i c t e d . DRAWN BY C2 2 Pa r t o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o rt h , R a n g e 4 E a s t i n H a m i l t o n Co u n t y , S t a t e o f I n d i a n a , m o r e pa r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Be g i n n i n g a t a p o i n t o n t h e S o u t h l i n e o f th e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , s a i d p o i n t be i n g 7 6 4 . 4 5 f e e t E a s t o f t h e S o u t h w e s t c o r n e r t h e r e o f ; r un n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 7 3 0 . 00 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 59 m i n u t e s 3 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e S o u t h l i n e o f s a i d Q u a r t e r S e c t i o n , 5 5 5 . 5 5 fe e t t o a p o i n t o n t h e W e s t r i g h t - o f - w a y l i n e o f K e y s t o n e A v e n u e (N e w S t a t e R o a d N o . 4 3 1 ) ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i n u t e s 45 s e c o n d s E a s t o n a n d a l o n g s a i d W e s t r i g h t - o f - w a y l i n e an d e x t e n s i o n t h e r e o f 7 3 0 . 0 0 f e e t t o a p o i n t o n t h e S o u t h l i n e of s a i d Q u a r t e r S e c t i o n ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 30 s e c o n d s W e s t o n a n d a l o n g s a i d S o u t h l i n e 5 5 6 . 2 0 f e e t t o t h e Po i n t o f B e g i n n i n g ; c o n t a i n i n g , 9 . 3 1 5 a c r e s , m o r e o r l e s s . Le s s : Be g i n n i n g a t a p o i n t o n t h e S o u t h l i n e o f th e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , s a i d p o i n t be i n g 7 6 4 . 4 5 f e e t E a s t o f t h e S o u t h w e s t c o r n e r t h e r e o f ; r un n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 48 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 59 m i n u t e s 3 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e S o u t h l i n e o f s a i d Q u a r t e r S e c t i o n 1 6 3 . 0 0 fe e t ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 W e s t p a r a l l e l w i t h sa i d W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 4 8 f e e t t o a p o i n t o n s a i d S o u t h l i n e ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 se c o n d s W e s t a l o n g s a i d S o u t h l i n e 1 6 3 . 0 0 f e e t t o t h e P o in t o f B e g i n n i n g ; c o n t a i n i n g 2. 0 0 a c r e s , m o r e o r l e s s . PA R C E L I : Pa r t o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o rt h , R a n g e 4 E a s t i n H a m i l t o n Co u n t y , S t a t e o f I n d i a n a , m o r e pa r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Be g i n n i n g a t a p o i n t o n t h e S o u t h l i n e o f th e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , s a i d p o i n t be i n g 7 6 4 . 4 5 f e e t E a s t o f t h e S o u t h w e s t c o r n e r t h e r e o f ; r un n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 7 3 0 . 00 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 59 m i n u t e s 3 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e S o u t h l i n e o f s a i d Q u a r t e r S e c t i o n , 5 5 5 . 5 5 fe e t t o a p o i n t o n t h e W e s t r i g h t - o f - w a y l i n e o f K e y s t o n e A v e n u e (N e w S t a t e R o a d N o . 4 3 1 ) ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i n u t e s 45 s e c o n d s E a s t o n a n d a l o n g s a i d W e s t r i g h t - o f - w a y l i n e an d e x t e n s i o n t h e r e o f 7 3 0 . 0 0 f e e t t o a p o i n t o n t h e S o u t h l i n e of s a i d Q u a r t e r S e c t i o n ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 30 s e c o n d s W e s t o n a n d a l o n g s a i d S o u t h l i n e 5 5 6 . 2 0 f e e t t o t h e Po i n t o f B e g i n n i n g ; c o n t a i n i n g , 9 . 3 1 5 a c r e s , m o r e o r l e s s . Le s s : Be g i n n i n g a t a p o i n t o n t h e S o u t h l i n e o f th e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , s a i d p o i n t be i n g 7 6 4 . 4 5 f e e t E a s t o f t h e S o u t h w e s t c o r n e r t h e r e o f ; r un n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 48 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 59 m i n u t e s 3 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e S o u t h l i n e o f s a i d Q u a r t e r S e c t i o n 1 6 3 . 0 0 fe e t ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 W e s t p a r a l l e l w i t h sa i d W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 4 8 f e e t t o a p o i n t o n s a i d S o u t h l i n e ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 se c o n d s W e s t a l o n g s a i d S o u t h l i n e 1 6 3 . 0 0 f e e t t o t h e P o in t o f B e g i n n i n g ; c o n t a i n i n g 2. 0 0 a c r e s , m o r e o r l e s s . PA R C E L I I : Pa r t o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o rt h , R a n g e 4 E a s t i n H a m i l t o n Co u n t y , S t a t e o f I n d i a n a , m o r e pa r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Be g i n n i n g a t a p o i n t o n t h e S o u t h l i n e o f th e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , s a i d p o i n t be i n g 7 6 4 . 4 5 f e e t E a s t o f t h e S o u t h w e s t c o r n e r t h e r e o f ; r un n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 48 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 59 m i n u t e s 3 0 s e c o n d s E a s t a n d pa r a l l e l w i t h t h e S o u t h l i n e o f s a i d Q u a r t e r S e c t i o n 1 6 3 . 0 0 fe e t ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i nu t e s 2 0 W e s t p a r a l l e l w i t h sa i d W e s t l i n e 5 3 4 . 4 8 f e e t t o a p o i n t o n s a i d S o u t h l i n e ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t es 3 0 s e c o n d s W e s t a l o n g s a i d So u t h l i n e 1 6 3 . 0 0 f e e t t o t h e P o i n t o f B e g i nn i n g ; c o n t a i n i n g 2 . 0 0 a c r e s , m o r e o r l e s s . Pa r t o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o rt h , R a n g e 4 E a s t i n H a m i l t o n Co u n t y , S t a t e o f I n d i a n a , m o r e pa r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Co m m e n c i n g a t t h e S o u t h w e s t c o r n e r o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 1 7 N o r t h , R a n g e 4 E a s t , t h e n c e So u t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s E a s t a l o n g t h e S o u t h li n e o f s a i d Q u a r t e r 7 6 4 . 4 5 f ee t ; r u n n i n g t h e n c e N o r t h 0 0 de g r e e s 0 1 m i n u t e s 2 0 s e c o n d s E a s t a n d p a r a l l e l w i t h t h e W e s t li n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 4 8 f e e t t o t h e p o i n t o f be g i n n i n g ; t h e n c e c o n t i n u i n g N o r t h 0 0 d e g r e e s 0 1 m i n u t e s 20 s e c o n d s E a s t 1 9 5 . 5 2 f e e t; t h e n c e S o u t h 8 9 d e g r e e s 5 9 mi n u t e s 3 0 s e c o n d s E a s t a n d p a r a l l e l w i t h t h e S o u t h l i n e o f sa i d Q u a r t e r S e c t i o n , 5 5 5 . 5 5 f e e t t o a p o i n t o n t h e W e s t ri g h t - o f - w a y l i n e o f K e y s t o n e A v e n u e ( N e w S t a t e R o a d N o . 4 3 1 ) ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i nu t e s 4 5 s e c o n d s E a s t o n an d a l o n g s a i d W e s t r i g h t - o f - w a y l i n e 6 4 3 . 0 2 f e e t t h e n c e S o u t h 5 1 d e g r e e s 5 5 m i n u t e s 2 0 s e c o n d s W e s t 6 9 . 6 6 f e e t t o a po i n t o n t h e N o r t h r i g h t - o f - w a y o f 9 6 t h S t r e e t ; t h e n c e No r t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s W e s t o n a n d a l o n g s a i d ri g h t - o f - w a y l i n e 3 3 8 . 2 7 f e e t ; t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i n u t e s 2 0 s e c o n d s E a s t a n d p a r a l l e l w i t h t h e W e s t l i n e o f s a i d Qu a r t e r S e c t i o n 4 9 0 . 4 8 f e e t ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s W e s t 1 6 3 . 0 0 f e e t t o t h e P o i n t o f B e g i n n i n g ; co n t a i n i n g , 6 . 8 9 a c r e s , m o r e o r l e s s . Th i s s u r v e y w a s p r e p a r e d f o r T o m W o o d F o r d , I n c . a n d C h i c a g o T i t l e I n s u r a n c e C o m p a n y . Th e p u r p o s e o f t h i s p r o j e c t w a s t o p e r f o r m A L T A / A C S M L a n d T i tl e S u r v e y f o r t h e l a n d d e s c r ib e d i n ” L A N D D E S C R I P T I O N ” . Fi e l d w o r k a n d r e s e a r c h f r o m t h e o f f i c e s o f t h e H a m i l t o n C o u n t y R e c o r d e r , a n d t h e O f f i c e o f t h e H a m i l t o n C o u n t y S u r v e y o r we r e c o n d u c t e d d u r i n g t he m o n t h o f M a y , 2 0 1 5 . Th e p e r i m e t e r o f t h e s u r v e y e d t r a c t w a s r e e s t a b l i s he d b a s e d u p o n t h e f o l l o w i n g i t e m s : r e c o r d d i s t a n c e a n d a n g u l a r re l a t i o n s a s d e s c r i b e d w i t h i n t h e r e c o r d d e s c r i p t i o n s f o r t he s u r v e y e d t r a c t , r e c o r d e d a s I n st r u m e n t N u m b e r 9 4 0 7 7 7 3 i n t h e Of f i c e o f t h e R e c o r d e r o f H a m i l t o n C o u n t y , I n d i a n a a n d m o n u m en t s f o u n d o r s e t d u r i n g t h e a f o r e s a i d s u r v e y s w e r e r e t r a c e d an d l o c a t e d i n r e l a t i o n t o c u r r e n t r e c o r d d e s c r i p t i o n s a n d e x i s t i ng p l a t s t o d e f i n e t h e i n t e r i o r c o r n e r s o f t h e s u r v e y e d t r a c t . Th e s u r v e y e d l e g a l d e s c r i p t i o n a n d d r a w i n g d e s c r i b e p r o p e r t y t h a t i s f u l l y c o n t a i n e d wi t h i n t h e c o m m i t m e n t l e g a l de s c r i p t i o n . A l l t h e b o u n d a r i e s o f t h e p a r ce l c l o s e w i t h o u t a n y g a p s o r g o r e s . Re c o r d d e s c r i p t i o n s f o r a d j o i n i n g p r o p e r t i e s w e r e r e v i e w e d f o r a g r e e m e n t w i t h t h e e s t a b l i s h e d s u b j e c t p r o p e r t y l i n e s . S a i d re v i e w d i d n o t r e v e a l g a p s o r o v er l a p s w i t h a d j o i n i n g p r o p e r t i e s . Un l e s s o t h e r w i s e n o t e d o r d e p i c t e d h e r e i n o r o n t h e s u r v e y d r aw i n g , t h e r e i s n o v i s i b l e e v id e n c e o f o c c u p a t i o n . O c c u p a t i o n wa s a l s o r e v i e w e d f o r a g r e e m e n t w i t h t h e e s t a b l i s h e d b o u n d a r y l i ne s . T h e S o u t h l i n e o f t h e s u r v e y e d p a r c e l i s o c c u p i e d b y th e n o r t h r i g h t o f w a y l i n e o f 9 6 t h S t r e e t . T h e E a s t l i n e i s o c c u p i e d b y t h e w e s t r i g h t o f w a y l i n e o f K e y s t o n e A v e n u e . T h e r e ar e n o v i s i b l e l i n e s o f o c c u p a t i o n a l o n g t h e N o r t h l i n e o f t h e o v er a l l s u r v e y e d p a r c e l . T h e W e s t l i n e i s o c c u p i e d b y t h e e a s t ri g h t o f w a y l i n e o f D a y D r i v e ( p r i v a t e ) . I t i s a l s o o c c u p i e d b y a n a c c e s s d r i v e . A n y d e p i c t i o n o f i n t r u s i o n , t r e s p a s s , i n v a s i o n in t o t h e p o s s e s s i o n s o r r i g h t s o f a n o t h e r i s n o t a m a t t e r o f s u r v e y . A n a t t o r n e y s h o u l d b e c o n s u l t e d i n a l l m a t t e r s w i t h re s p e c t t o r i g h t s o f p o s s e s s i o n . Th e s u b j e c t p r o p e r t y g a i n s d i r e c t a c c e s s t o E a s t 9 6 t h S t r e e t . In a c c o r d a n c e w i t h T i t l e 8 6 5 , A r t i c l e 1 , R u l e 1 2 , S e c t i o n 1 t h r o u g h 1 9 o f t h e I n d i a n a A d m i ni s t r a t i v e C o d e , t h e f o l l o w i n g ob s e r v a t i o n s a n d o p i n i o n s a r e s u b m i t t e d r e g a r d i n g t h e v a r i o u s un c e r t a i n t i e s i n t h e l o c a t i o n s o f t h e l i n e s a n d c o r n e r s es t a b l i s h e d o n t h i s s u r v e y a s a r e s u l t o f : Va r i a n c e i n t h e r e f e r e n c e d m o n u m e n t s : Di s c r e p a n c i e s i n r e c o r d e d d e s c r i p t i o n s a n d p l a t s ; In c o n s i s t e n c i e s i n l i n e s o f o c c u p a t i o n ; Th e a c c e p t a b l e r e l a t i v e p o s i t i o n a l a c c u r a c i e s f o r ea c h c l a s s i f i c a t i o n o f s u r v e y a r e a s f o l l o w s : (1 ) U r b a n S u r v e y : 0 . 0 7 f e e t ( 2 1 m i l l i m et e r s ) p l u s 5 0 p a r t s p e r m i l l i o n (2 ) S u b u r b a n S u r v e y : 0 . 1 3 f e e t ( 4 0 m i l l i m et e r s ) p l u s 1 0 0 p a r t s p e r m i l l i o n (3 ) R u r a l S u r v e y : 0 . 2 6 f e e t ( 7 9 m i l l i m e t e r s ) p l u s 2 0 0 p a r t s p e r m i l l i o n . As d e f i n e d i n I A C 8 6 5 , t h i s s u r v e y i s a r e t r a c e m e n t s u r v e y a s d e f i n e d i n I A C 8 6 5 , o f a t r a c t o f l a n d . Wi t h o u t a d d i t i o n a l p r o o f , t h e f a c t t h a t s u r v e y s a c c e p t a m on u m e n t d o e s n o t m a k e i t c o r r ec t . T h e m o n u m e n t m u s t h a v e be e n i n i t i a l l y c o r r e c t , c o m m o n r e p o r t a n d r e p u t a t i o n e v i d e n c e d o e s n o t o v e r c o m e c o n t r a r y p r o o f , t h e r e f o r e , t h e l o c a t i o n o f an y o f t h e a b o v e d i s c u s s e d m o n u m e n t s m a y y e t b e c o n t r a d i c t e d an d o v e r c o m e b y u n d i s c o v e r e d e v i d e n c e . A s a r e s u l t , an y p r o p e r t y b o u n d a r y , w h o s e l o c a t i o n i s d e p e n d e n t o n t h e s e c o r ne r m o n u m e n t s , i s s u b j e c t t o u n d i s c o v e r e d e v i d e n c e , wh i c h m i g h t r e s u l t i n a d i f f e r e n t l o c a t i o n f o r t h e c o r n e r s . B e ca u s e a d i m e n s i o n a l v a l u e t o t h e un c e r t a i n t y o f t h e s e c o r n e r s i s su b j e c t i v e , a n d f o r t h e r e a s o n s ci t e d a b o v e , t h e u n c e r t a i n t y o f t h e s e c o r n e r s i s u n k n o w n . Th e R e l a t i v e P o s i t i o n a l A c c u r a c y o f t h e c o r n e r s o f t h e s u b j e c t t r ac t e s t a b l i s h e d f o r t h i s s u r v e y i s w i t h i n t h e s p e c i f i c a t i o n s f or an U r b a n s u r v e y ( + / - 0 . 0 7 f o o t p l u s 5 0 p a r t s p e r m i l l i o n ) as d e f i n e d i n 8 6 5 I A C 1 - 1 2 - 8 , e f f e c t i v e M a y 4 , 2 0 0 6 . ( " R e l a t i v e Po s i t i o n a l A c c u r a c y " m e a n s t h e v a l u e e x p r e s s e d i n f e e t o r m e te r s t h a t r e p r e s e n t s t h e u n c e r t a i n t y d u e t o r a n d o m e r r o r s i n me a s u r e m e n t s i n t h e l o c a t i o n o f a n y p o i n t o n a s u r v e y r e l a t i v e t o a n y o t h e r p o i n t o n t h e s a m e s u r v e y a t t h e 9 5 p e r c e n t co n f i d e n c e l e v e l ) . As a r e s u l t o f t h e a b o v e o b s e r v a t i o n s , i t i s m y o p i n i o n t h a t t h e u n c e r t a i n t i e s i n t h e l o c a t i o n s o f t h e l i n e s a n d c o r n e r s es t a b l i s h e d o n t h i s s u r v e y a r e a s f o l l o w s : Du e t o V a r i a n c e s i n r e f e r e n c e m o n u m e n t s : 1 . 0 f e e t + / - . Du e t o D i s c r e p a n c i e s i n t h e r e c o r d d e s c r i p t i o n s : 1 . 0 f e e t + / - Du e t o I n c o n s i s t e n c i e s i n l i n e s o f o c c u p a t io n : S e e a b o v e c o n c e r n i ng p h y s i c a l o c c u p a t i o n . ( 1 ) I n a c c o r d a n c e w i t h T i t l e 8 6 5 , A r t i c l e 1 , R u l e 1 2 o f t h e I n d i a n a A d m i n i s t r a t i v e C o d e , t h e f o l l o w i n g o b s e r v a t i o n s a n d op i n i o n s a r e s u b m i t t e d r e g a r d i n g t h e v a r i o u s u n c e r t a i n t i e s i n t h e l o c a t i o n s o f t h e l i n e s a n d c o r n e r s e s t a b l i s h e d t h i s s u r v e y as a r e s u l t o f u n c e r t a i n t i e s i n r e f e r e n c e m o n u m e n t s s e t o r f o u n d ; i n r e c o r d d e s c r i p t i o n s a n d p l a t s ; i n l i n e s o f o c c u p a t i o n ; an d a s i n t r o d u c e d b y r a n d o m e r r o r s i n m e a s u r e m e n t . Th e r e m a y b e u n w r i t t e n r i g h t s a s s o c i a t e d w i t h t h e s e un c e r t a i n t i e s . T h e c l i e n t s h o u l d a s s u m e t h e r e i s a n a m o u n t o f u n c e r t a i n t y a l o n g a n y l i n e e q u a l i n m a g n i t u d e t o t h e di s c r e p a n c y i n t h e l o c a t i o n o f t h e l i n e s o f p o s s e s s i o n f r o m t h e s u r v e y e d l i n e s . (2 ) A n y d e p i c t i o n o f p o s s i b l e i n t r u s i o n , t r e s p a s s , i n v a s i o n , an d / o r e n c r o a c h m e n t i n t o t h e p o s s e s s i o n s o r r i g h t s o f a n o t h e r i s no t a m a t t e r o f s u r v e y . A n a t t o r n e y a n d / o r t i t l e c o m p a n y s h o u l d b e c o n s u l t e d i n a l l m a t t e r s w i t h r e s p e c t t o r i g h t s o f po s s e s s i o n a n d m a t t e r s o f t i t l e . (3 ) A s u s e d i n t h i s s u r v e y , c e r t i f y m e a n s t o s t a t e o r d e c l ar e a p r o f e s s i o n a l o p i n i o n o f c o n d i t i o n s r e g a r d i n g t h o s e f a c t s o r fi n d i n g s w h i c h a r e t h e s u b j e c t o f t h e c e r t i f i c a t i o n a n d d o e s n o t c o n s t i t u t e a w a r r a n t y o r g u a r a n t e e , e i t h e r e x p r e s s e d o r im p l i e d . T h e s u r v e y o r c a n o n l y c e r t i f y t o t h o s e i t e m s t h a t a r e v i s i b l e a n d / o r t h i n g s t h a t c a n b e m e a s u r e d o r c o u n t e d a s st a t e d b y I n d i a n a A d m i ni s t r a t i v e C o d e ( s ) . (4 ) A n y u n d e r g r o u n d u t i l i t i e s i f d e p i c t e d o n t h e a t t a c h e d p l a t of s u r v e y h a v e b e e n s h o w n p e r f i e l d o b s e r v a t i o n s , a t l a s m a p s as m a y b e a v a i l a b l e f r o m m u n i c i p a l i t i e s o r u t i l i t y c o m p a n i e s (I n d i a n a U n d e r g r o u n d P l a n t P r o t ec t i o n A g e n c y ) t i c k e t , p r i o r su r v e y s a n d e x i s t i n g d r a w i n g s o n l y . T h e s u r v e y o r m a k e s no g u a r a n t e e t h a t t h e u n d e r g r o u n d u t i l i t i e s s h o w n c o m p r i s e a l l su c h u t i l i t i e s i n t h e a r e a , e i t h e r i n s e r v i c e o r a b a n d o n e d . N o w a r r an t y , e i t h e r e x p r e s s e d o r i m p l i e d , i s m a d e t o t h e a c c u r a c y an d / o r c o m p l e t e n e s s o f i n f o r m a t i o n p r e s e n t e d o n u n d e r g r o u n d u t i l i t ie s , o r a s t o i t s f i t n e s s f o r a n y p a r t i c u l a r p u r p o s e o r u s e . In n o e v e n t w i l l R o g e r W a r d E n g i n e e r i n g , I n c . , i t s e m p l o y ee s , a g e n t s , a n d / o r a s s i g n s b e l i a b l e f o r a n y d a m a g e s a r i s i n g o u t of t h e f u r n i s h i n g a n d / o r u s e o f s u c h i n f o r m a t i o n . T h e p a t h o f t h e u t i l i t y l i n e s o n s a i d p l a t o f s u r v e y s h o u l d b e c o n s i d e r e d ap p r o x i m a t e u n t i l t h e y a r e e i t h e r r e l o c a t e d , b y c a l l i n g t h e In d i a n a U n d e r g r o u n d P l a n t P r o t ec t i o n A g e n c y a t 1 - 8 0 0 - 3 8 2 - 5 5 4 4 or u n t i l t h e y a r e e x c a v a t e d t o v e r i f y t h e l o c a t i o n a n d p a t h of t h e u t i l i t y l i n e s . T h e s u r v e y o r h a s n o t p h y s i c a l l y l o c a t e d t h e un d e r g r o u n d u t i l i t i e s . (5 ) O w n e r s h i p i n f o r m a t i o n i n d i c a t e d h e r e o n i s a s i d e n t i f i e d i n C o u n t y r e c o r d s . I n f o r m a t i o n f r o m C o u n t y r e c o r d s w a s ob t a i n e d i n M a y , 2 0 1 5 . T i t l e w o r k w a s p r o v i d e d f r o m F i d e l i t y N a t i o n a l T i t l e I n s u r a n c e C o m p a n y ( C o m m i t m e n t N o . 15 - 0 0 8 5 4 1 , d a t e d 0 4 / 1 6 / 2 0 1 5 ) a t t h e t i m e o f s u r v e y . S o m e i t e m s d i s c l o s e d i n S c h e d u l e B I I t h e r e o f m a y h a v e b e e n de p i c t e d o n t h e s u r v e y a n d a r e i d e n t i f i e d b y t h e i r r e c o r d i n g d a t a . S h o u l d a n y a d d i t i o n a l i t e m s n e e d t o b e d e p i c t e d o n t h e su r v e y t h e s u r v e y o r s h a l l b e c o n t a c t e d a n d b e p r o v i d e d w i t h t h e a p p r o p r i a t e d o c u m e n t ( s ) . A n a t t o r n e y a n d / o r t i t l e co m p a n y s h o u l d b e c o n s u l t e d w i t h r e s p e c t to a n y e n c u m b r a n c e s h o w n o n t h i s s u r v e y . (6 ) N o w a r r a n t y , e i t h e r e x p r e s s e d o r i m p l i e d , i s m a d e a s t o t h e a c c u r a c y a n d / o r c o m p l e t e n e s s o f i n f o r m a t i o n p r o v i d e d b y go v e r n m e n t a l a u t h o r i t i e s a n d / o r t h i r d p a r t i e s , o r a s t o i t s f i t n e s s f o r a n y p a r t i c u l a r p u r p o s e o r u s e , i n c l u d i n g b u t n o t l i m i t e d to i n f o r m a t i o n p r e s e n t e d o n z o n i n g , s e t b a c k r e q u i r e m e n t s , f l oo d h a z a r d z o n e s , a n d w e t l a n d s a r e a s . I n n o e v e n t w i l l R o g e r Wa r d E n g i n e e r i n g , I n c . , i t s e m p l o y e e s , a g e n t s , a n d / o r a s s i g n s b e l i a b l e f o r a n y d a m a g e s a r i s i n g o u t o f t h e f u r n i s h i n g an d / o r u s e o f s u c h i n f o r m a t i o n . Th e d e s c r i b e d r e a l e s t a t e d o e s l i e e n t i r e l y w i t h i n a Z O N E X U n s h a d e d F l o o d p l a i n A r e a a s p l o t t e d b y s c a l e o n t h e F l o o d Em e r g e n c y M a n a g e m e n t A g e n c y , N a t i o n a l F l o o d I n s u r a n c e Pr o g r a m , F I R M F l o o d I n s u r a n c e R a t e M a p C o m m u n i t y - P a n e l Nu m b e r 1 8 0 5 7 C 0 2 3 6 G , d a t e d N o v e m b e r 1 9 , 2 0 1 4 . At t e n t i o n i s c a l l e d t o t h e f a c t t h a t t h e r e a r e s u b s t a n t i a l u n c er t a i n t i e s a s s o c i a t e d w i t h s a i d m a p a n d w i t h i n f o r m a t i o n t a k e n th e r e f r o m . F l o o d P l a i n i n f o r m a t i o n i s p r o v i d e d s o l e l y b a s e d up o n a r e v i e w o f t h e F l o o d I n s u r a n c e R a t e M a p s , a n d s h a l l n o t be c o n s t r u e d a s a c o n f i r m a t i o n or d e n i a l o f f l o o d i n g p o t e n t i a l . Zo n e " X " - M i n i m a l r i s k a r e a s o u t s i d e t h e 1 - p e r c e n t a n d . 2 - p er c e n t - a n n u a l - c h a n c e f l o o d p l a i n s . N o B F E s o r b a s e f l o o d de p t h s a r e s h o w n w i t h i n t h e s e z o n e s . Notes regarding Schedule B Section 2 of Title Commitment Number 15-008541 issued by Fidelity National Title Insurance Company, Commitment Date of 04/16/2015 13 . E a s e m e n t f o r s a n i t a r y s e w e r g r a n t e d t o t h e T o w n o f Carmel by instrument dat ed October 10, 1969, and recorded Oc t o b e r 2 2 , 1 9 6 9 , a s I n s t r u m e n t N o . 1 1 1 1 5 , Deed Record 232, Page 101. (As Shown Hereon) 14 . R i g h t o f W a y A g r e e m e n t g r a n t e d b y F o r d L e a s i n g D e v e lopment Company, a Delaware corporation to County of Ha m i l t o n , I n d i a n a d a t e d D e c e m b e r 1 7 , 1 9 7 1 a n d r e c o r d e d J a n u a r y 10, 1972 as Instrument No. 192, Misc Record 130 page 12 2 . ( A s S hown Hereon) 15 . R i g h t o f w a y f o r t h e I n d i a n a S t a t e H i g h w a y C o m m i s s i o n f o r right of way for the construc tion of Keystone Avenue as set fo r t h i n t h e D e e d r e c o r d e d A p r i l 3 0 , 1 9 6 9 i n Deed Record 227 page 277. (As Shown Hereon) 16 . R i g h t o f W a y g r a n t e d t o H a m i l t o n C o u n t y , I n d i a n a b y instrument dated November 3, 1984, and recorded February 21, 19 8 5 , a s I n s t r u m e n t N o . 8 5 - 2 2 3 0 , B ook 2, Page 543. (As Shown Hereon) 17 . S e w e r E a s e m e n t g r a n t e d t o C l a y T o w n s h i p R e g i o n a l W a ste District dated December 16, 1985 and recorded December 31 , 1 9 8 5 a s I n s t r u m e n t N o . 8 5 - 2 0 1 3 0 , E a sement Book 3 page 389. (As Shown Hereon) 18 . E a s e m e n t f o r e l e c t r i c l i n e g r a n t e d t o I n d i a n a p o l i s P o w e r & Light Company by instru ment dated December 30, 1969, an d r e c o r d e d J a n u a r y 2 6 , 1 9 7 0 , D e e d R e c o r d 233, Page 318. (As Shown Hereon) 19 . A g r e e m e n t f o r E a s e m e n t b y a n d b e t w e e n L a r r y V . H e i d a n d G . W e l d o n J o h n s o n C o - T r u s t e e s o f t h e T o m W o o d Ir r e v o c a b l e T r u s t d a t e d D e cember 20, 1993 and Wood Le x u s R E L L C d a t e d J u l y 2 9 , 1 9 9 7 a n d r e c o r d e d A u g u s t 5 , 1997 as Instrument No. 9709731817. (As Shown Hereon) 20 . T e r m s a n d p r o v i s i o n s o f t h e A c c e s s E a s e m e n t A g r eement by and between Lighthouse Tabernacle, Inc., an Indiana no n - p r o f i t c o r p o r a t i o n a n d T o m W o o d I r r e v o c a b l e R e a l E s t a te Trust dated February 28, 2 013 and recorded April 8, 2013 as In s t r u m e n t N o . 2 0 1 3 0 2 1 6 3 5 . (As Shown Hereon) 21 . T e r m s a n d p r o v i s i o n s o f t h e A c c e s s E a s e m e n t A g r eement by and between Lighthouse Tabernacle, Inc., an Indiana no n - p r o f i t c o r p o r a t i o n a n d W o o d L e x u s R E , L L C , a n In d i a n a l i m i t e d l i a b i l i t y c o m p a n y d a t e d F e b r u a r y 2 8 , 2 0 1 3 and recorded April 8, 2013 as Instrument No. 2013021636. (As Sh o w n H e r e o n ) Pe r t h e C a r m e l P l a n n i n g a n d Z o n i n g , t h e s u b j e c t p r o p e r t y i s zoned as B-3. The following was provided by the Carmel Pl a n n i n g a n d Z o n i n g O f f i c e : Bu i l d i n g S e t b a c k R e q u i r e m e n t s: (Keystone Overlay Zone) Fr o n t Y a r d : 6 0 ' O f f i c e , 3 0 ' R e s i d e n t i a l , ( 1 2 0 ' Business, 30' Residential from right-of-way) Re a r Y a r d : 1 5 ' O f f i c e , 2 0 ' R e s i dential 30' adjacent to residential Si d e Y a r d : 1 0 ' , 3 0 ' a d j a c e n t t o r e s i d e n t i a l : The above zoning requirements have not been shown on the fa ce of the survey. Per Table A of the ALTA/ACSM re q u i r e m e n t s , t h e r e m a y b e a n e e d f o r a n i n t e r p r e t a t i o n o f a r e s t r i c t i o n . T h e s u r v e y o r c a n n o t m a k e a c e r t i f i c a t i o n o n t h e ba s i s o f a n i n t e r p r e t a t i o n o r o p i n i o n o f a n o t h e r p a r t y . P e r 865 IAC 1-12-13 (13) any other easements or setback lines af f e c t i n g t h e s u r v e y , a s r e q u i r e d a n d w h e n d o c u m e n t a t i o n i s f u rnished by the client; (14) if requested by the client, show zo n i n g o r d i n a n c e c l a s s i f i c a t i o n r e f e r e n c e s . A n y z o n i n g u s e c e r t i f ications shall be limited to those facts that can be counted or m e a s u r e d . Fi d e l i t y N a t i o n a l T i t l e C o m m i t m e n t No. 15-008541, dated April 16, 2015 Su b j e c t a n d A d joiner Deeds Ta x M a p s , & E a s e m e n t R e c o r d s To : T o m W o o d R a e l E s t a t e T r u s t Fidelity National Title Insurance Company I, t h e u n d e r s i g n e d , a R e g i s t e r e d Professional Land Surveyor of th e State of Indiana, do hereby certify that this plat was pr e p a r e d u n d e r m y d i r e c t s u p e r v i s i o n , a n d t o t h e b e s t o f my knowledge, information, and belief was executed in ac c o r d a n c e w i t h t h e r e q u i r e m e n t s o f t h e I n d i a n a S u r v e y S t a n d a r d s a s d e f i n e d i n T i t l e 8 6 5 , A r t i c l e 1 , R u l e 1 2 o f t h e I n d i a n a Ad m i n i s t r a t i v e C o d e . Th i s i s t o c e r t i f y t h a t t h i s m a p o r p l a t a n d t h e s u r v e y o n w h i c h i t i s b a s e d w e r e m a d e i n a c c o r d a n c e w i t h t h e “ M i n i m u m St a n d a r d D e t a i l R e q u i r e m e n t s f o r A L T A / A C S M L a n d T i t l e S u r v e y s , ” j o i n t l y e s t a b l i s h e d a n d a d o p t e d b y A L T A a n d N S P S i n 20 1 2 , a n d i n c l u d e s I t e m s 1 - 5 , 8 , 1 1 ( a ) , 1 3 , a n d 1 4 o f T a b l e A t h e r e o f . P u r s u a n t t o t h e A c c u r a c y S t a n d a r d s a s a d o p t e d b y AL T A a n d N S P S a n d i n e f f e c t o n t h e d a t e o f t h i s c e r t i f i c ation. The field work was completed in April 2015. An y a n d a l l i n f o r m a t i o n s h o w n o n t h i s s u r v e y i s r e p r e s e n t e d of the day that the fieldwork and research was conducted and no f u r t h e r . Ce r t i f i e d t h i s 1 8 t h d a y M a y , 2 0 1 5 . Ro g e r W a r d E n g i n e e r i n g , I n c . Da v i d B . Q u i n n - I n d i a n a R e g i s t e r e d La n d S u r v e y o r No. 80040352 JOB#: BAX.003DATE: 5/18/2015 INDIANAPOLIS, INDIANATOM WOOD FORD & FIDELITY TITLE Prepared For:(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS C101 JOB#: BAX.003SITE DEMOLITION PLAN DATE: 05/22/15 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20 BU I L D I N G F O O T P R I N T = 4 5 , 1 4 2 S F SI T E A R E A = 6 . 8 9 A C + / - DI S T U R B E D A R E A = 2 . 9 1 A C + / - ZO N I N G = B - 3 FR O N T S E T B A C K : 1 2 0 ' F R O M P R O P O S E D R / W EX I S T I N G P A R K I N G = 5 4 2 S P O T S C102 JOB#: BAX.003SITE & UTILITY PLAN DATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20IF IT WILL BE NE CESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. BU I L D I N G F O O T P R I N T = 5 8 , 5 8 3 S F 1s t F L O O R A R E A ( i n c . c a n o p i e s ) = 6 0 , 6 0 1 S F SI T E A R E A = 6 . 8 9 A C + / - CO V E R A G E R A T I O = 0 . 2 0 RE - D E V E L O P E D A R E A = 2 . 9 1 A C + / - ZO N I N G = B - 3 FR O N T S E T B A C K : 1 2 0 ' F R O M P R O P O S E D R / W ON - S I T E P A R K I N G PROVIDED: NE W C A R D I S P L A Y : 1 8 0 PR E - O W N E D D I S P L A Y 2 3 0 EM P L O Y E E : 7 0 CU S T O M E R : 1 7 TO T A L : 5 0 1 Pa r t o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7, Township 17 North, Range 4 East in Ha m i l t o n C o u n t y , S t a t e o f I n d i a n a , m o r e p a r t i c u l a r l y d e s c r i b e d a s f o l l o w s : Co m m e n c i n g a t t h e S o u t h w e s t c o r n e r o f t h e S o u t h e a s t Q u a r t e r o f S e c t i o n 7 , T o w n s h i p 17 N o r t h , R a n g e 4 E a s t , t h e n c e S o u t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s E a s t a l o n g th e S o u t h l i n e o f s a i d Q u a r t e r 7 6 4 . 4 5 f e e t ; r u n n i n g t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i n u t e s 20 s e c o n d s E a s t a n d p a r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 5 3 4 . 4 8 f e e t t o th e p o i n t o f b e g i n n i n g ; t h e n c e c o n t i n u i n g N o r t h 0 0 d e g r e e s 0 1 m i n u t e s 2 0 s e c o n d s E a s t 19 5 . 5 2 f e e t ; t h e n c e S o u t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s E a s t a n d p a r a l l e l w i t h t h e So u t h l i n e o f s a i d Q u a r t e r S e c t i o n , 5 5 5 . 5 5 f e e t t o a p o i n t o n t h e W e s t r i g h t - o f - w a y l i n e of K e y s t o n e A v e n u e ( N e w S t a t e R o a d N o . 4 3 1 ) ; t h e n c e S o u t h 0 0 d e g r e e s 0 1 m i n u t e s 45 s e c o n d s E a s t o n a n d a l o n g s a i d W e s t r i g h t - o f - w a y l i n e 6 4 3 . 0 2 f e e t t h e n c e S o u t h 5 1 de g r e e s 5 5 m i n u t e s 2 0 s e c o n d s W e s t 6 9 . 6 6 f e e t t o a p o i n t o n t h e N o r t h r i g h t - o f - w a y o f 96 t h S t r e e t ; t h e n c e N o r t h 8 9 d e g r e e s 5 9 m i n u t e s 3 0 s e c o n d s W e s t o n a n d a l o n g s a i d ri g h t - o f - w a y l i n e 3 3 8 . 2 7 f e e t ; t h e n c e N o r t h 0 0 d e g r e e s 0 1 m i n u t e s 2 0 s e c o n d s E a s t an d p a r a l l e l w i t h t h e W e s t l i n e o f s a i d Q u a r t e r S e c t i o n 4 9 0 . 4 8 f e e t ; t h e n c e N o r t h 8 9 de g r e e s 5 9 m i n u t e s 3 0 s e c o n d s W e s t 1 6 3 . 0 0 f e e t t o t h e P o i n t o f B e g i n n i n g ; c o n t a i n i n g , 6. 8 9 a c r e s , m o r e o r l e s s . DAMAGE TO THE EXIS TING RIGHT-OF-WAY SHALL BE RESTORED / REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOUR AGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF THE CONSTR UCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. C103 JOB#: BAX.003DRAINAGE PLANDATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20THE SITE LIES WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE X (AREAS NOT CONSID ERED TO BE IN A FLOOD HAZARD AREA) PER FLOOD INSURANCE RATE MAP (FIRM)#18057C 0236 G, EFFECTIVE NOVEMBER 19, 2014. C103A JOB#: BAX.003DATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20SWPP PLAN THE SITE LIES WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE X (AREAS NOT CONSID ERED TO BE IN A FLOOD HAZARD AREA) PER FLOOD INSURANCE RATE MAP (FIRM)#18057C 0236 G, EFFECTIVE NOVEMBER 19, 2014. C104 JOB#: AAX.001SWPP DETAILSDATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20 C105 JOB#: AAX.001SWPPDATE: 03/14/2014 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20SPECIFICATIONS MR . J O H N W O O D TO M W O O D , I N C . 33 0 3 E a s t 9 8 t h S t r e e t , S u i t e 2 0 1 Ca r m e l , I N 4 6 2 8 0 Ph : 3 1 7 - 5 7 4 - 0 1 4 3 C601 JOB#: BAX.003STORM SEWERDRAWN BY: RCW PLAN & PROFILE 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS DATE: 05/22/2015 C801 JOB#: BAX.003DATE: 05/22/15 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 5420 N. COLLEGE AVENUE, SUITE 202 www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20 C802 JOB#: BAX.003DATE: 05/22/15 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 5420 N. COLLEGE AVENUE, SUITE 202 www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20 4 1 / 2 " [ 1 1 4 m m ] Gr a v e l B a c k f i l l Pa v i n g 1/ 2 " [ 1 3 m m ] Ma n h o l e F r a m e & C o v e r D e t a i l NT S Fo r H - 2 0 T r a f f i c L o a d i n g A r e a s Co v e r Fr a m e Ri s e r 1/ 2 " [ 1 3 m m ] Co n c r e t e Gr a v e l B a c k f i l l Pa v i n g 3" [ 7 6 m m ] T y p . 10 " [ 2 5 4 m m ] Co n c r e t e 1/ 2 " [ 1 3 m m ] If t r a f f i c l o a d i n g ( H - 2 0 ) i s r e q u i r e d o r an t i c i p a t e d , a c o n c r e t e p a d m u s t b e pl a c e d o v e r t h e e n t i r e S t o r m w a t e r Tr e a t m e n t S y s t e m . S a m p l e d e t a i l s o f co n c r e t e p a d a v a i l a b l e u p o n r e q u e s t . MA N H O L E ST O R M S E W E R 12"42"Gravel Backfill Undisturbed Soil U. S . P a t e n t N o . 6 5 2 4 4 7 3 a n d o t h e r P a t e n t P e n d i n g Pi p e c o u p l i n g by C o n t r a c t o r . 12 " l o n g S t u b - o u t by M a n u f a c t u r e r . * P l e a s e s e e a c c o m p a n i e d A q u a - S w i r l s p e c i f i c a t i o n n o t e s . * S e e S i t e P l a n f o r a c t u a l s y s t e m o r i e n t a t i o n . In l e t Riser 68"VentRim elevations to match finished grade. HDPE rise rs can be field cut by Contractor.32" OD Grade (Rim)Manhole Frame and Cover by Manufacturer.(See Details)Swirl Inlet/Outlet ø 5 4 " A Arched Baffles Section A-A Ar c h e d B a f f l e s Oc t a g o n a l B a s e P l a t e Pl a n V i e w 1: 2 0 JT D Da t e : Do c u m e n t : Dr a w n B y : Sc a l e : 04 / 1 8 / 0 6 AS - 4 S T D Aq u a - S w i r l C o n c e n t r a t o r M o d e l AS-4 CFD Standard Detail104" Ve n t ST A N D A R D N O T E : w w w . a q u a s h i e l d i n c . c o m 66 " P h o n e ( 8 8 8 ) 3 4 4 - 9 0 4 4 F a x ( 4 2 3 ) 8 2 6 - 2 1 1 2 1. S y s t e m s h a l l b e d e s i g n e d f o r t h e f o l l o w i n g c a p a c i t i e s : P e a k T r e a t m e n t F l o w : 3 . 2 c f s S e d i m e n t S t o r a g e : 3 2 f t ³ O i l / D e b r i s S t o r a g e : 1 9 0 g a l . Varies Phone (888) 344-9044 www.aquashieldinc.com Ou t l e t 18 " O D M a x 66 " A Ri s e r Co n c r e t e Fr a m e Co v e r So i l Co n c r e t e Gr a v e l B a c k f i l l So i l Ma n h o l e F r a m e & C o v e r D e t a i l Fo r N o n - T r a f f i c A r e a s O n l y 1/ 2 " 1/ 2 " NT S 1/ 2 " 4" Bo l l a r d s s h a l l b e p l a c e d a r o u n d a c c e s s ri s e r ( s ) i n n o n - t r a f f i c a r e a s t o p r e v e n t in a d v e r t e n t l o a d i n g b y m a i n t e n a n c e ve h i c l e s . Place small amount of concrete to support and level manhole frame. DO NOT allow manhole frame to rest upon HDPE riser. Gr a v e l B a c k f i l l Gravel Backfill shall extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser)extending laterally to undisturbed soils. (See MH Detail Below) C901 JOB#: BAX.003SPECIFICATIONSDATE: 05/22/2015 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46278 7474 NOEL ROAD www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20 C902 JOB#: BAX.003CONCRETE CURB POLICY DRAWN BY: RCW 3130 EAST 96TH STREET TOM WOOD FORD CARMEL, INDIANA 20(317) 251-1738 (FAX) 251-1923 CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS 7474 NOEL ROAD INDIANAPOLIS, INDIANA 46278 www.rw-engineering.com CARMEL ©2 0 1 3 A D S , I N C . PR O J E C T I N F O R M A T I O N AD S S A L E S R E P : EN G I N E E R E D PR O D U C T MA N A G E R : PR O J E C T N O : TO M W O O D F O R D IN D I A N A P O L I S , I N D I A N A 10 1 2 9 3 JO H N A D A M S 31 7 - 5 0 6 - 1 8 3 8 JO H N . A D A M S @ A D S - P I P E . C O M JO E R O G E R S 31 7 - 4 1 7 - 0 3 8 5 JO E . R O G E R S @ A D S - P I P E . C O M 1. C H A M B E R S S H A L L B E S T OR M T E C H S C - 7 4 0 , SC - 3 1 0 , O R A P P R O V E D E Q U A L . 2. C H A M B E R S S H A L L B E M A N U F A C T U R E D F R O M V I R G I N P O L Y P R O P Y L E N E O R P O L Y E T H Y L E N E R E S I N S . 3. C H A M B E R R O W S S H A L L P R O V I D E C O N T I N U O U S , U N O B S T R U C T E D I N T E R N A L S P A C E W I T H N O I N T E R N A L S U P P O R T P A N E L S T H A T WO U L D I M P E D E F L O W O R L I M I T A C C E S S F O R I N S P E C T I O N . 4. T H E S T R U C T U R A L D E S I G N O F T H E C H A M B E R S , T H E S T R U C T U R A L B A C K F IL L , A N D T H E I N S T A L L A T I O N R E Q U I R E M E N T S S H A L L E N S U R E TH A T T H E L O A D F A C T O R S S P E C I F I E D I N T H E A A S H T O L R F D B R I D GE D E S I G N S P E C I F I C A T I O N S , S E C T I O N 1 2 . 1 2 , A R E M E T F O R : 1 ) LO N G - D U R A T I O N D E A D L O A D S A N D 2 ) S H O R T - D U R A T I O N L I V E L O A D S, B A S E D O N T H E A A S H T O D E S I G N T R U C K W I T H C O N S I D E R A T I O N FO R I M P A C T A N D M U L T I P L E V E H I C L E P R E S E N C E S . 5. C H A M B E R S S H A L L M E E T A S T M F 2 9 2 2 ( P O L Y E T H Y L E N E ) O R A S T M F 2 4 1 8 ( P O L Y P R O P Y L E N E ) , " S T A N D A R D S P E C I F I C A T I O N F O R TH E R M O P L A S T I C C O R R U G A T E D W A L L S T OR M W A T E R C O L L E C T I O N C H A M B E R S " . 6. C H A M B E R S S H A L L B E D E S I G N E D A N D A L L O W A B L E L O A D S D E T E R M IN E D I N A C C O R D A N C E W I T H A S T M F 2 7 8 7 , " S T A N D A R D P R A C T I C E FO R S T R U C T U R A L D E S I G N O F T H E R M O P L A S T I C C O R R U G AT E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . 7. O N L Y C H A M B E R S T H A T A R E A P P R O V E D B Y T H E S I T E D E S I G N E N GI N E E R W I L L B E A L L O W E D . T H E C H A M B E R M A N U F A C T U R E R S H A L L SU B M I T T H E F O L L O W I N G U P O N R E Q U E S T T O T H E S I T E D E S I G N E N G I N E E R F O R A P P R O V A L B E F O R E D E L I V E R I N G C H A M B E R S T O T H E PR O J E C T S I T E : a. A S T R U C T U R A L E V A L U A T I O N S E A L E D B Y A R E G I S T E R E D P R O F E S S IO N A L E N G I N E E R T H A T D E M O N S T R A T E S T H A T T H E S A F E T Y FA C T O R S A R E G R E A T E R T H A N O R E Q U A L T O 1 . 9 5 F O R D E A D L O AD A N D 1 . 7 5 F O R L I V E L O A D , T H E M I N I M U M R E Q U I R E D B Y A S T M F2 7 8 7 A N D B Y A A S H T O F O R T H E R M O P L A S T I C P I P E . b. A S T R U C T U R A L E V A L U A T I O N S E A L E D B Y A R E G I S T E R E D P R O F E S S IO N A L E N G I N E E R T H A T D E M O N S T R A T E S T H A T T H E L O A D FA C T O R S S P E C I F I E D I N T H E A A S H T O L R F D B R I D G E D E S I G N S P E C IF I C A T I O N S , S E C T I O N 1 2 . 1 2 , A R E M E T . T H E 5 0 Y E A R C R E E P MO D U L U S D A T A S P E C I F I E D I N A S T M F 2 4 1 8 O R A S T M F 2 9 2 2 M U S T B E U S E D A S P A R T O F T H E A A S H T O S T R U C T U R A L E V A L U A T I O N TO V E R I F Y L O N G - T E R M P E R F O R M A N C E . c. S T R U C T U R A L C R O S S S E C T I O N D E T A I L O N W H IC H T H E S T R U C T U R A L E V A L U A T I O N I S B A S E D . 8. C H A M B E R S A N D E N D C A P S S H A L L B E P R O D U C E D A T A N IS O 9 0 0 1 C E R T I F I E D M A N U F A C T U R I N G F A C I L I T Y . 1. S T O R M T E C H S C - 3 1 0 & S C - 7 4 0 C H A M B E R S S H A L L N O T B E I N S T A L LED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PR E - C O N S T R U C T I O N M E E T I N G WI T H T H E I N S T A L L E R S . 2. S T O R M T E C H S C - 3 1 0 & S C - 7 4 0 C H A M B E R S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H THE "STORMTECH SC-310/S C-740/SC-780 CONSTRUCTION GU I D E " . 3. C H A M B E R S A R E N O T T O B E B A C K F I L L E D W I T H A D O Z E R OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. ST O R M T E C H R E C O M M E N D S 3 B A C K F I L L M E T H O D S :  ST O N E S H O O T E R L O C A T E D O F F T H E C H A M B E R B E D .  BA C K F I L L A S R O W S A R E B U I L T U S I N G A N E X C A V A T O R ON THE FOUNDATION STONE OR SUBGRADE.  BA C K F I L L F R O M O U T S I D E T H E E X C A V A T I O N U S ING A LONG BOOM HOE OR EXCAVATOR. 4. T H E F O U N D A T I O N S T O N E S H A L L B E L E V E L E D A ND COMPACTED PRIOR TO PLACING CHAMBERS. 5. J O I N T S B E T W E E N C H A M B E R S S H A L L B E P R O PERLY SEATED PRIOR TO PLACING STONE. 6. M A I N T A I N M I N I M U M - 6 " ( 1 5 0 m m ) S P A C I N G B E T W E E N T H E C H A M B E R R O W S . 7. E M B E D M E N T S T O N E S U R R O U N D IN G C H A M B E R S M U S T B E A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. T H E C O N T R A C T O R M U S T R E P O R T A N Y D I S C R E P A N C I E S W I T H C H A M B E R FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN EN G I N E E R . 9. A D S R E C O M M E N D S T H E U S E O F " F L E X S T O R M C A T C H I T " I N S E R T S D U R I NG CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE ST O R M W A T E R M A N A G E M E N T S Y S T E M FR O M C O N S T R U C T I O N S I T E R U N O F F . 1. S T O R M T E C H S C - 3 1 0 & S C - 7 40 C H A M B E R S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I TH THE "STORMTECH SC-310 /SC-740/DC-780 CONSTRUCTION GU I D E " . 2. T H E U S E O F C O N S T R U C T I O N E Q U I P M E N T O VER SC-310 & SC-740 CHAMBERS IS LIMITED:  NO E Q U I P M E N T I S A L L O W E D O N B A R E C H A M B E R S .  NO R U B B E R T I R E D L O A D E R S , D U M P T R U C K S , O R E X C A V A T O R S A R E A L L O W E D UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH TH E " S T O R M T E C H S C - 3 1 0 / S C - 7 4 0 / DC - 7 8 0 C O N S T R U C T I O N G U I D E " .  WE I G H T L I M I T S F O R C O N S T R U C T I O N E Q U I P M E N T C A N B E F O U N D I N THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. F U L L 3 6 " ( 9 0 0 m m ) O F S T A B I L I Z E D C O V E R M A T E R I A L S O V E R T H E CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. US E O F A D O Z E R T O P U S H E M B E D M E N T S T O N E B E T W E E N T H E R O W S OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN AC C E P T A B L E B A C K F I L L M E T H O D . A N Y C H A M B E R S D A M A G E D B Y T H E " D U M P AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH ST A N D A R D W A R R A N T Y . CO N T A C T S T O R M T E C H A T 1 - 8 8 8 - 8 9 2 - 2 6 9 4 W I T H A N Y Q U E S T I O N S O N I N S T A L LATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT . SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473REV DRW CHK DESCRIPTION 8-4-15 SMAC KMS ADDED 2 ROWS 10-09-15 RFT GFI REVISED PLANTOM WOOD FORD INDIANAPOLIS, IN 5-20-15DL 101293 26GFI0020' 40'INSPECTION PORTS (7) IS O L A T O R R O W ( T Y P ) MH 1 0 3 P E R P L A N (D E S I G N B Y E N G I N E E R / PR O V I D E D B Y O T H E R S ) 6" A D S N - 1 2 D U A L W A L L P E R F O R A T E D H D P E U N D E R D R A I N (S I Z E T B D B Y E N G I N E E R ) 18" X 18" ADS N-12 BOTTOM MANIFOLD MAX OUTLET FLOW 4.0 CFS INVERT 1.6 ABOVE CHAMBER BASE (SEE NOTES)18" ADS N-12 BOTTOM CONNECTION MAX OUTLET FLOW 4.0 CFS INVERT 1.6" ABOVE CHAMBER BASE (SEE NOTES) MA X I M U M A L L O W A B L E G R A D E ( T OP O F P A V E M E N T / U N P A V E D ) : 7 7 0 . 5 0 MI N I M U M A L L O W A B L E G R A D E ( UN P A V E D W I T H T R A F F I C ) : 7 6 4 . 5 0 MI N I M U M A L L O W A B L E G R A D E ( U N P A V E D N O T R A F F I C ) : 7 6 4 . 0 0 MI N I M U M A L L O W A B L E G R A D E ( B A SE O F F L E X I B L E P A V E M E N T ) : 7 6 4 . 0 0 MI N I M U M A L L O W A B L E G R A D E ( T O P OF R I G I D C O N C R E T E P A V E M E N T ) : 7 6 4 . 0 0 TO P O F S T O N E : 7 6 3 . 0 0 TO P O F C H A M B E R : 7 6 2 . 5 0 15 " T O P M A N I F O L D I N V E R T : 7 6 0 . 7 5 18 " B O T T O M C O N N E C T I O N I N V E R T : 7 6 0 . 1 3 24 " I S O L A T O R R O W I N V E R T : 7 6 0 . 0 1 BO T T O M O F C H A M B E R : 7 6 0 . 0 0 UN D E R D R A I N I N V E R T : 7 5 9 . 5 0 BO T T O M O F S T O N E : 7 5 9 . 5 0 MH 102 (SHOWN AS 30" NYLOPLAST)(DESIGN BY ENGINEER) 24 " P R E F A B R I C A T E D E N D C A P , P A R T # S C 7 4 0 E P E 2 4 B TY P O F A L L S C - 7 4 0 2 4 " C O N N EC T I O N S A N D I S O L A T O R R O W S PL A C E 2 5 ' ( M I N I M U M 1 2 . 5 ' ) O F A D S G E O S Y N T H E T I C S 31 5 W T K W O V E N G E O T E X T I L E O V E R B E D D I N G S T O N E AN D U N D E R N E A T H C H A M B E R F E E T F O R S C O U R PR O T E C T I O N A T A L L C H A M B E R I N L E T R O W S (1 1 2 ) S T O R M T E C H S C - 7 4 0 C H A M B E R S (1 6 ) S T O R M T E C H S C - 7 4 0 E N D C A P S IN S T A L L E D W I T H 6 " C O V E R S T O N E , 6 " B A S E S T O N E AR E A O F S Y S T E M : 5 0 2 4 F T ² PE R I M E T E R O F S Y S T E M : 3 1 3 F T 15 " X 1 5 " A D S N - 1 2 T O P M A N I F O L D MA X I N L E T F L O W 7 . 0 C F S IN V E R T 9 " A B O V E (S E E N O T E S ) 4 5 . 0 0 ' 10 1 . 2 4 ' 11 1 . 6 4 ' 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 15 " X 1 5 " A D S N - 1 2 T O P M A N I F O L D MA X I N L E T F L O W 1 0 . 5 0 C F S IN V E R T 9 " A B O V E (S E E N O T E S )  MA N I F O L D S I Z E T O B E D E T E R M I N E D B Y S I T E D E S I G N E N G I N EE R . S E E T E C H S H E E T # 7 F O R M A N I F O L D S I Z I N G G U I D A N C E .  DU E T O T H E A D A P T A T I O N O F T H I S C H A M B E R S Y S T E M T O SP E C I F I C S I T E A N D D E S I G N C O N S T R A I N T S , I T M A Y B E NE C E S S A R Y T O C U T A N D C O U P L E A D D I T I O N A L P I P E T O S T A N D A R D M A N I F O L D C O M P O N E N T S I N T H E F I E L D . 4 3 . 0 0 ' SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473REV DRW CHK DESCRIPTION 8-4-15 SMAC KMS ADDED 2 ROWS 10-09-15 RFT GFI REVISED PLANTOM WOOD FORD INDIANAPOLIS, IN 5-20-15DL 101293 36GFI860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality PL E A S E N O T E : 1. T H E L I S T E D A A S H T O D E S I G N A T I O N S A R E F O R G R A D A T I O N S O N L Y . T H E S T ON E M U S T A L S O B E C L E A N , C R U S H E D , A N G U L A R . F O R E X A M P L E , A S P E C I F IC A T I O N F O R # 4 S T O N E W O U L D S T A T E : " C L E A N , C R U S H E D , AN G U L A R N O . 4 ( A A S HT O M 4 3 ) S T O N E " . 2. S T O R M T E C H C O M P A C T I O N R E Q U I R E M E N T S A R E M E T F O R ' A ' L O C A T I O N M A T E RI A L S W H E N P L A C E D A N D C O M P A C T E D IN 6 " ( 1 5 0 m m ) ( M A X ) L I F T S U S I NG T W O F U L L C O V E R A G E S W I T H A V I B R A T O R Y C O M P A C T O R . 3. W H E R E I N F I L T R A T I O N S U R F A C E S M A Y B E C O M P R O M I S E D B Y C O M P A C T I O N , F O R S T A N D A R D D E S I G N L O A D C O N D I T I O N S, A F L A T S U R F A C E M A Y B E A C H I EV E D B Y R A K I N G O R D R A G G I N G W I T H O U T C O M P A C T I O N EQ U I P M E N T . F O R S P E C I A L L O A D D E S I G N S , C O N T A C T S T O R M T E C H F O R C O M P A C T I O N R E Q U I R E M E N T S . 1. S C - 7 4 0 C H A M B E R S S H A L L C O N F O R M T O T H E R E Q U I R E M E N T S O F A S T M F 24 1 8 " S T A N D A R D S P E C I F I C A T I O N F O R P O L YP R O P Y L E N E ( P P ) C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " , OR A S T M F 2 9 2 2 " S T A N D A R D S P E C I F I C A T I O N F O R P O L Y E T H Y L E N E (P E ) C O R R U G A T E D W A L L S T O R M W A T E R C O L L E C T I O N C H A M B E R S " . 2. S C - 7 4 0 C H A M B E R S S H A L L B E D E S I G N E D I N A C C O R D A N C E W I T H A S T M F 2 7 8 7 "S T A N D A R D P R A C T I C E F O R S T R U C T U R A L DE S I G N O F T H E R M O P L A S T I C C O R RU G A T E D W A L L S T O R M W A T E R C O L L E C T I O N CH A M B E R S " . 3. " A C C E P T A B L E F I L L M A T E R I A L S " T A B L E A B O V E P R O V I D E S M A T E R I A L L O C A T I O N S, D E S C R I P T I O N S , G R A D A T I O N S , A ND C O M P A C T I O N R E Q U I R E M E N T S F O R F O U N D A T I O N , E M B E D M E N T , A N D F I L L MA T E R I A L S . 4. T H E " S I T E D E S I G N E N G I N E E R " R E F E R S T O T H E E N G I N E E R R E S P O N S I B L E F O R T H E D E S I G N A N D L A Y O U T O F T H E S T O R M T E C H C H A M B E R S F O R T H I S P R OJ E C T . 5. T H E S I T E D E S I G N E N G I N E E R I S R E S P O N S I B L E F O R A S S E S S I N G T H E B E A R I N G R E S I S T A N C E ( A L L O W A B L E B E A R I N G C AP A C I T Y ) O F T H E S U B G R A D E S O I LS A N D T H E D E P T H O F F O U N D A T I O N S T O N E WI T H C O N S I D E R A T I O N F O R T H E R A N G E O F E X P E C T E D S O I L M O I S T U R E C O N D I T I O N S . 6. P E R I M E T E R S T O N E M U S T B E E X T E N D E D H O R I Z O N T A L L Y T O T H E EX C A V A T I O N W A L L F O R B O T H V E R T I C A L A N D S L O P E D E X C A V A T I O N W A L L S . 7. O N C E L A Y E R ' C ' I S P L A C E D , A N Y S O I L / M A T E R I A L C A N B E P L A C E D I N L A Y E R ' D ' U P T O T H E F I N I S H E D G R A D E . M O S T P A V E M E N T S U B B A S E S O I L S CA N B E U S E D T O R E P L A C E T H E M A T E R I A L RE Q U I R E M E N T S O F L A Y E R ' C ' O R ' D ' A T TH E S I T E D E S I G N E N G I N E E R ' S D I S C R E T I O N . MA T E R I A L L O C A T I O N D E S C R I P T I O N AA S H T O M A T E R I A L CL A S S I F I C A T I O N S COMPACTION / DENSITY REQUIREMENT D FI N A L F I L L : FI L L M A T E R I A L F O R L A Y E R ' D ' S T A R T S FR O M T H E T O P O F T H E ' C ' L A Y E R T O T H E B O T T O M OF F L E X I B L E P A V E M E N T OR U N P A V E D F I N I S H E D GR A D E A B O V E . N O T E T H A T P A V E M E N T S U B B A S E MA Y B E P A R T O F T H E ' D ' L A Y E R AN Y S O I L / R O C K M A T E R I A L S , N A T I V E S O I L S , O R P E R EN G I N E E R ' S P L A N S . C H E C K P L A N S F O R P A V E M E N T SU B G R A D E R E Q U I R E M E N T S . N/ A PR E P A R E P E R S I T E D E S I G N E N G I N E E R ' S P L A N S .PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C IN I T I A L F I L L : FI L L M A T E R I A L F O R L A Y E R ' C ' ST A R T S F R O M T H E T O P O F T H E E M B E D M E N T ST O N E ( ' B ' L A Y E R ) T O 18 " ( 4 5 0 m m ) A B O V E T H E TO P O F T H E C H A M B E R . N O T E T H A T P A V E M E N T SU B B A S E M A Y B E A P A R T O F T H E ' C ' L A Y E R . GR A N U L A R W E L L - G R A D E D S O I L / A G G R E G A T E M I X T U R E S , < 3 5 % FI N E S O R P R O C E S S E D A G G R E G A T E . M O S T P A V E M E N T S U B B A S E M A T E R I AL S C A N B E U S E D I N L I E U OF T H I S L A Y E R . AA S H T O M 1 4 5 ¹ A- 1 , A - 2 - 4 , A - 3 OR AA S H T O M 4 3 ¹ 3, 3 5 7 , 4 , 4 6 7 , 5 , 5 6 , 5 7 , 6 , 6 7 , 6 8 , 7 , 7 8 , 8 , 8 9 , 9, 1 0 BEGIN COMPACTIONS AF TER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. CO M P A C T A D D I T I O N A L L A Y E R S IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EM B E D M E N T S T O N E : FI L L S U R R O U N D I N G T H E CH A M B E R S F R O M T H E F O U N D A T I O N S T O N E ( ' A ' LA Y E R ) T O T H E ' C ' L A Y E R A B O V E . CL E A N , C R U S H E D , A N G U L A R ST O N E , N O M I N A L S I Z E DI S T R I B U T I O N B E T W E E N 3 / 4 - 2 I N C H ( 2 0 - 5 0 m m ) AA S H T O M 4 3 ¹ 3, 3 5 7 , 4 , 4 6 7 , 5 , 5 6 , 5 7 NO COMPACTION REQUIRED. A FO U N D A T I O N S T O N E : F I L L B E L O W C H A M B E R S FR O M T H E S U B G R A D E U P TO T H E F O O T ( B O T T O M ) OF T H E C H A M B E R . CL E A N , C R U S H E D , A N G U L A R ST O N E , N O M I N A L S I Z E DI S T R I B U T I O N B E T W E E N 3 / 4 - 2 I N C H ( 2 0 - 5 0 m m ) AA S H T O M 4 3 ¹ 3, 3 5 7 , 4 , 4 6 7 , 5 , 5 6 , 5 7 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAX SU B G R A D E S O I L S (S E E N O T E 5 ) PA V E M E N T L A Y E R ( D E S I G N E D BY S I T E D E S I G N E N G I N E E R ) SC - 7 4 0 EN D C A P 6" (150 mm) MIN D C B A PE R I M E T E R S T O N E (S E E N O T E 6 ) EX C A V A T I O N W A L L (C A N B E S L O P E D O R V E R T I C A L ) 12 " ( 3 0 0 m m ) M I N AD S G E O S Y N T H E T I C S 6 0 1 T NO N - W O V E N G E O T E X T I L E A L L AR O U N D C L E A N , C R U S H E D , A N G U L A R S T O N E I N A & B L A Y E R S 12" (300 mm) TYP 51 " ( 1 2 9 5 m m ) 6" (1 5 0 m m ) M I N 30"(760 mm)DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN *T O B O T T O M O F F L E X I B L E P A V E M E N T . F O R U N P A V E D IN S T A L L A T I O N S W H E R E R U T T I N G F R O M V E H I C L E S M A Y O C C U R , IN C R E A S E C O V E R T O 2 4 " ( 6 0 0 m m ) . SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473REV DRW CHK DESCRIPTION 8-4-15 SMAC KMS ADDED 2 ROWS 10-09-15 RFT GFI REVISED PLANTOM WOOD FORD INDIANAPOLIS, IN 5-20-15DL 101293 46GFI860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ST E P 1 ) I N S P E C T I S O L A T O R R O W F O R S E D I M E N T A. I N S P E C T I O N P O R T S ( I F P R E S E N T ) A. 1 . R E M O V E / O P E N L I D O N N Y L O P L A S T I N L I N E D R A I N A. 2 . R E M O V E A N D C L E A N F L E X S T O R M F I L T E R I F I N S T A L L E D A. 3 . U S I N G A F L A S H L I G H T A N D S T A D I A R O D , M E A S U R E DE P T H O F S E D I M E N T A N D R E C O R D O N M A I N T E N A N C E L O G A. 4 . L O W E R A C A M E R A I N T O I S O L A T O R R O W F O R V I SU A L I N S P E C T I O N O F S E D I M E N T L E V E L S ( O P T I O N A L ) A. 5 . I F S E D I M E N T I S A T , O R A B O V E , 3 " ( 8 0 m m ) P R OC E E D T O S T E P 2 . I F N O T , P R O C E E D T O S T E P 3 . B. A L L I S O L A T O R R O W S B. 1 . R E M O V E C O V E R F R O M S T R U C T U R E A T UP S T R E A M E N D O F I S O L A T O R R O W B. 2 . U S I N G A F L A S H L I G H T , I N S P E C T D O W N T H E I S O L A T O R R O W T H R O U G H O U T L E T P I P E i) M I R R O R S O N P O L E S O R C A M E R A S M A Y B E US E D T O A V O I D A C O N F I N E D S P A C E E N T R Y ii ) F O L L O W O S H A R E G U L A T I O N S F O R C O N F IN E D S P A C E E N T R Y I F E N T E R I N G M A N H O L E B. 3 . I F S E D I M E N T I S A T , O R A B O V E , 3 " ( 8 0 m m ) P R OC E E D T O S T E P 2 . I F N O T , P R O C E E D T O S T E P 3 . ST E P 2 ) C L E A N O U T I S O L A T O R RO W U S I N G T H E J E T V A C P R O C E S S A. A F I X E D C U L V E R T C L E A N I N G N O Z Z L E W I T H R E A R F A C I N G S P R E A D O F 4 5 " ( 1 . 1 m ) O R M O R E I S P R E F E R R E D B. A P P L Y M U L T I P L E P A S S E S O F J E T V A C UN T I L B A C K F L U S H W A T E R I S C L E A N C. V A C U U M S T R U C T U R E S U M P A S R E Q U I R E D ST E P 3 ) R E P L A C E A L L C O V E R S , G R A T E S , F I L T E R S, A N D L I D S ; R E C O R D O B S E R V A T I O N S A N D A C T I O N S . ST E P 4 ) I N S P E C T A N D C L E A N B A S I N S A N D M A N H O LE S U P S T R E A M O F T H E S T O R M T E C H S Y S T E M . 1. I N S P E C T E V E R Y 6 M O N T H S D U R I N G T H E F I R S T Y E A R O F O P E R A T IO N . A D J U S T T H E I N S P E C T I O N I N T E R V A L B A S E D O N P R E V I O U S OB S E R V A T I O N S O F S E D I M E N T A C C U M U L A T IO N A N D H I G H W A T E R E L E V A T I O N S . 2. C O N D U C T J E T T I N G A N D V A C T O R I N G A N N U A L L Y O R W H E N IN S P E C T I O N S H O W S T H A T M A I N T E N A N C E I S N E C E S S A R Y . SU M P D E P T H T B D B Y SI T E D E S I G N E N G I N E E R (2 4 " [ 6 0 0 m m ] M I N R E C O M M E N D E D ) 24 " ( 6 0 0 m m ) H D P E A C C E S S P I P E R E Q U I R E D US E F A C T O R Y P R E - F A B R I C A T E D E N D C A P PA R T # : S C 7 4 0 E P E 2 4 B TW O L A Y E R S O F A D S G E O SYNTHETICS 315WTK WOVEN GE O T E X T I L E B E T W E E N F O U N D A T ION STONE AND CHAMBERS 5' ( 1 . 5 m ) M I N W I D E C O N T I N U O U S F A B R I C W I T H O U T S E A M S CA T C H B A S I N OR MA N H O L E CO V E R E N T I R E I S O L A T OR R O W W I T H A D S GE O S Y N T H E T I C S 6 0 1 T N O N - W O V E N G E O T E X T I L E 8' ( 2 . 4 m ) M I N W I D E SC - 7 4 0 C H A M B E R SC-740 END CAP NT S OPTIONAL INSPECTION PORT ST O R M T E C H H I G H L Y R E C O M M E N D S FL E X S T O R M P U R E I N S E R T S I N A N Y U P S T R E A M ST R U C T U R E S W I T H O P E N G R A T E S NTSSC-740 CHAMBER FL E X S T O R M C A T C H I T PA R T # 6 2 1 2 N Y F X WI T H U S E O F O P E N G R A T E 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG06N SOLID COVER: 1299CGC GRATE: 1299CGS 6" ( 1 5 0 m m ) I N S E R T A T E E PA R T # 0 6 N 1 2 S T 7 4 I P IN S E R T A T E E T O B E C E N T E R E D ON C O R R U G A T I O N C R E S T 6" (150 mm) ADS N-12 HDPE PIPE18" (450 mm) MIN WIDTH CO N C R E T E S L A B 8" ( 2 0 0 m m ) M I N T H I C K N E S S PA V E M E N T CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CO N C R E T E C O L L A R SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473REV DRW CHK DESCRIPTION 8-4-15 SMAC KMS ADDED 2 ROWS 10-09-15 RFT GFI REVISED PLANTOM WOOD FORD INDIANAPOLIS, IN 5-20-15DL 101293 56GFI860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality PA R T # S T U B A B C SC 7 4 0 E P E 0 6 T / SC 7 4 0 E P E 0 6 T P C 6" ( 1 5 0 m m ) 1 0 . 9 " ( 2 7 7 m m ) 18.5" (470 mm)--- SC 7 4 0 E P E 0 6 B / S C 7 4 0 E P E 0 6 B P C - - - 0.5" (13 mm) SC 7 4 0 E P E 0 8 T / S C 7 4 0 E P E 0 8 T P C 8" ( 2 0 0 m m ) 1 2 . 2 " ( 3 1 0 m m ) 16.5" (419 mm)--- SC 7 4 0 E P E 0 8 B / S C 7 4 0 E P E 0 8 B P C - - - 0.6" (15 mm) SC 7 4 0 E P E 1 0 T / SC 7 4 0 E P E 1 0 T P C 10 " ( 2 5 0 m m ) 1 3 . 4 " ( 3 4 0 m m ) 14.5" (368 mm)--- SC 7 4 0 E P E 1 0 B / S C 7 4 0 E P E 1 0 B P C - - - 0.7" (18 mm) SC 7 4 0 E P E 1 2 T / SC 7 4 0 E P E 1 2 T P C 12 " ( 3 0 0 m m ) 1 4 . 7 " ( 3 7 3 m m ) 12.5" (318 mm)--- SC 7 4 0 E P E 1 2 B / S C 7 4 0 E P E 1 2 B P C - - - 1.2" (30 mm) SC 7 4 0 E P E 1 5 T / SC 7 4 0 E P E 1 5 T P C 15 " ( 3 7 5 m m ) 1 8 . 4 " ( 4 6 7 m m ) 9.0" (229 mm)--- SC 7 4 0 E P E 1 5 B / S C 7 4 0 E P E 1 5 B P C - - - 1.3" (33 mm) SC 7 4 0 E P E 1 8 T / SC 7 4 0 E P E 1 8 T P C 18 " ( 4 5 0 m m ) 1 9 . 7 " ( 5 0 0 m m ) 5.0" (127 mm)--- SC 7 4 0 E P E 1 8 B / S C 7 4 0 E P E 1 8 B P C - - - 1.6" (41 mm) SC 7 4 0 E P E 2 4 B * 24 " ( 6 0 0 m m ) 1 8 . 5 " ( 4 7 0 m m ) ---0.1" (3 mm) AL L S T U B S , E X C E P T F O R T H E S C 7 4 0 E P E 2 4 B A R E P L A C E D A T BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF TH E S T U B I S F L U S H W I T H T H E B O T T O M O F T H E E N D C A P . FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1- 8 8 8 - 8 9 2 - 2 6 9 4 . * F O R T H E S C 7 4 0 E P E 2 4 B T H E 2 4 " ( 6 0 0 m m ) S T U B L I E S B E LOW THE BOTTOM OF THE END CAP APPROXIM ATELY 1.75" (44 mm). BA C K F I L L M A T E R I A L S H O U L D B E R E M O V E D F R O M B E L O W T H E N-12 STUB SO THAT THE FITTING SITS LEVEL. NO T E : A L L D I M E N S I O N S A R E N O M I N A L SI Z E ( W X H X I N S T A L L E D L E NG T H ) 5 1 . 0 " X 3 0 . 0 " X 8 5 . 4 " ( 1 2 9 5 m m X 7 6 2 m m X 2 1 6 9 m m ) CH A M B E R S T O R A G E 4 5 . 9 C U B I C F E E T ( 1 . 3 0 m ³ ) MI N I M U M I N S T A L L E D ST O R A G E * 7 4 . 9 C U B I C F E E T ( 2 . 1 2 m ³ ) WE I G H T 7 5 . 0 l b s . ( 3 3 . 6 k g ) *A S S U M E S 6 " ( 1 5 2 m m ) S T O N E A B O V E , B E L O W , A N D B E T W E E N C H A M B E R S PR E - F A B S T U B S A T B O T T O M O F E N D C AP F O R P A R T N U M B E R S E N D I N G W I T H " B " PR E - F A B S T U B S A T T O P O F E N D C A P FO R P A R T N U M B E R S E N D I N G W I T H " T " PR E - C O R E D E N D C A P S E N D W I T H " P C " NTS 90 . 7 " ( 2 3 0 4 m m ) A C T U A L L E N G T H 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION)BUILD ROW IN THIS DIRECTION START END A A CB51.0"(1295 mm)30.0"(762 mm) AC C E P T S 4 " ( 1 0 0 m m ) S C H 40 PVC PIPE FOR INSPECTION PO R T . F O R P I P E S I Z E S L A R G E R THAN 4" (100 mm) UP TO 10 " ( 2 5 0 m m ) U S E I N S E R T A T E E C O N N E C T I O N C E N T E R E D ON A C H A M B E R C R E S T C O R R U G A T I O N 45 . 9 " ( 1 1 6 6 m m ) 12 . 2 " (3 1 0 m m ) 29 . 3 " (7 4 4 m m ) NT S AA B B NU M B E R A N D S I Z E O F U N D E R D R A I N S P E R S I T E D E S I G N E N G I N E E R 4" ( 1 0 0 m m ) T Y P F O R S C - 3 1 0 S Y S T E M S 6" ( 1 5 0 m m ) T Y P F O R S C - 7 4 0 , D C - 7 8 0 , M C - 3 5 0 0 & M C - 4 5 0 0 S Y S T E M S OU T L E T M A N I F O L D ST O R M T E C H EN D C A P ST O R M T E C H CH A M B E R S ST O R M T E C H CH A M B E R ST O R M T E C H EN D C A P DU A L W A L L PE R F O R A T E D HD P E UN D E R D R A I N AD S G E O S Y N T H E T I C S 6 0 1 T NO N - W O V E N G E O T E X T I L E AD S G E O S Y N T H E T I C S 6 0 1 T NO N - W O V E N G E O T E X T I L E FO U N D A T I O N S T O N E BE N E A T H C H A M B E R S FO U N D A T I O N S T O N E BE N E A T H C H A M B E R S IN T E N T I O N A L L Y LE F T B L A N K SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473REV DRW CHK DESCRIPTION 8-4-15 SMAC KMS ADDED 2 ROWS 10-09-15 RFT GFI REVISED PLANTOM WOOD FORD INDIANAPOLIS, IN 5-20-15DL 101293 66GFI IN T E N T I O N A L L Y LE F T B L A N K CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360°ACCORDING TO PLANS A18" (457 mm)MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm),10" (254 mm) MIN ON 30" (750 mm)]4" (102 mm) MIN ON 8-24" (200-600 mm)6" (152 mm) MIN ON 30" (750 mm) 12 " ( 6 1 0 m m ) M I N (F O R A A S H T O H - 2 0 ) IN V E R T A C C O R D I N G T O PL A N S / T A K E O F F BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFOR MLY IN 12" (305 mm)LIFTS AND COMPACTE D TO MIN OF 90% IN T E G R A T E D D U C T I L E I R O N FR A M E & G R A T E / S O L I D T O MA T C H B A S I N O . D . NTS 1. 8 - 3 0 " ( 2 0 0 - 7 5 0 m m ) G R A T E S / S O L I D C O V E RS SHALL BE DUCTILE IRON PER ASTM A536 GR A D E 7 0 - 5 0 - 0 5 2. 1 2 - 3 0 " ( 3 0 0 - 7 5 0 m m ) F R A M ES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. D R A I N B A S I N T O B E C U S T O M M A N U F A C T URED ACCORDING TO PLAN DETAILS 4. D R A I N A G E C O N N E C T I O N S T U B J O I N T T IGHTNESS SHALL CONFORM TO ASTM D3212 FO R C O R R U G A T E D H D P E ( A D S & H A NCOR DUAL WALL) & SDR 35 PVC 5. F O R C O M P L E T E D E S I G N A N D P R O D U C T I N F O R M A T I O N : WWW.NYLOPLAST-US.COM 6. T O O R D E R C A L L : 80 0 - 8 2 1 - 6 7 1 0 A P A R T # G R A T E / S O L I D C O V E R O P T I O N S 8" (2 0 0 m m ) 28 0 8 A G PEDESTRIAN LIGHT DUTYSTANDARD LIGHT DUTY SOLID LIGHT DUTY 10 " (2 5 0 m m ) 28 1 0 A G PEDESTRIAN LIGHT DUTYSTANDARD LIGHT DUTY SOLID LIGHT DUTY 12 " (3 0 0 m m ) 28 1 2 A G PEDESTRIAN AASHTO H-10STANDARD AASHTO H-20SOLID AASHTO H-20 15 " (3 7 5 m m ) 28 1 5 A G PEDESTRIAN AASHTO H-10STANDARD AASHTO H-20SOLID AASHTO H-20 18 " (4 5 0 m m ) 28 1 8 A G PEDESTRIAN AASHTO H-10STANDARD AASHTO H-20SOLID AASHTO H-20 24 " (6 0 0 m m ) 28 2 4 A G PEDESTRIAN AASHTO H-10STANDARD AASHTO H-20SOLID AASHTO H-20 30 " (7 5 0 m m ) 28 3 0 A G PEDESTRIAN AASHTO H-20STANDARD AASHTO H-20SOLID AASHTO H-20 VA R I O U S T Y P E S O F I N L E T A N D OU T L E T A D A P T E R S A V A I L A B L E : 4- 3 0 " ( 1 0 0 - 7 5 0 m m ) F O R CO R R U G A T E D H D P E WA T E R T I G H T J O I N T (C O R R U G A T E D H D P E S H O W N ) 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ®