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HomeMy WebLinkAbout18_C2.0_Sewer Plan and Profile_Gallatin Subaru_5-21-20204764 4776 4788 4800 4 7 6 4 4 7 7 6 4 7 8 8 4 8 0 0 -1+50-1+00-0+50 4795.500+00 4789.44794.79 4788.9 4794.78 0 + 5 0 4788.4 4795.25 4787.8 4794.15 1 + 0 0 4787.3 4793.69 4786.8 4793.20 1 + 5 0 4786.2 4792.77 4785.7 4792.78 2 + 0 0 4785.2 4792.45 4791.23 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 2 5 I N S T A L L 2 3 5 L F 6 " Ø S D R 3 5 P V C S A N I T A R Y S E W E R S E R V I C E T R E N C H E X . P E R S P E C . S E C . 0 2 2 2 1 T Y P E ' 1 ' B E D D I N G , T Y P E ' A ' B A C K F I L L STA. 1+32.01 (0.00') INSTALL 6" DIA CLEANOUT INV. ELEV. = 4787.15 STA. 2+39.83 (0.00') INSTALL 6" DIA INSERTATEE CONNECTION TO EXISTING 10" PVC SEWER MAIN, CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING MAIN INV. ELEV. = 4784.85 S T A . 2 + 3 9 . 8 6 1 0 " Ø S D R 3 5 S E W E R M A I N I N V . E L E V . = 4 7 8 4 . 0 3 STA. 0+22.01 (0.00') INSTALL 6" DIA CLEANOUT AND 90° BEND INV. ELEV. = 4789.50 6 " Ø S D R 3 5 L = 1 0 7 . 8 3 ' S = 2 . 1 3 % 6 " Ø S D R 3 5 L = 1 0 9 . 9 9 ' S = 2 . 1 3 % STA. 0+05.35 (0.00')SSWR SVC @ BLDGINV. ELEV. = 4789.85 6" Ø SDR35 L=16.66' S=2.13% G A S G A S G A S G A S G A S G A S G A S G A S G A S S E W S E W S E W H Y D S E W S E W S E W S E W S E W WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T W A T W A T S E W W A T W A T >>>>> 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 1 + 0 0 2 + 0 0 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E 1 " = 2 0 ' H O R I Z . 1 " = 5 ' V E R T . S E W E R P L A N A N D P R O F I L E S T A . - 1 + 0 0 T O S T A . 4 + 7 5 PIPE INV. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄ GALLATIN SUBARU 31910 FRONTAGE ROAD BOZEMAN, MT 59715 D A T E : _ _ _ _ _ _ _ _ _ _ 0 3 / 0 3 / 2 0 2 0 5/28/2020 11:51:41 AM M:\193290\Drawings\Construction Drawings\2 - SSWR.dwg D a r w i n L i n d a h l A r c h i t e c t s , P . A . e - m a i l : l i n d a h l a r c h @ g m a i l . c o m PROPOSED FACILITY FOR: D r a w i n g : R e v i s i o n s : N o : R e v i s i o n : D a t e : S h e e t N o : C e r t i f i c a t i o n : T H I S D R A W I N G A N D T H E I N F O R M A T I O N T H E R E I N I S T H E P R O P E R T Y O F D A R W I N L I N D A H L A R C H I T E C T S , P . A . I T S U S E B Y T H E H O L D E R O R D I S C L O S U R E T O O T H E R S W I T H O U T T H E W R I T T E N P E R M I S S I O N O F D A R W I N L I N D A H L A R C H I T E C T S , P . A . I S P R O H I B I T E D . I T C O N T A I N S P R O P R I E T A R Y A N D C O N F I D E N T I A L I N F O R M A T I O N O F D A R W I N L I N D A H L A R C H I T E C T S , P . A . R E P R O D U C T I O N O F T H E M A T E R I A L H E R E I N W I T H O U T W R I T T E N P E R M I S S I O N O F D A R W I N L I N D A H L A R C H I T E C T S , P . A . V I O L A T E S T H E C O P Y W R I T E L A W S O F T H E U N I T E D S T A T E S A N D W I L L S U B J E C T T H E V I O L A T O R S T O L E G A L P R O S E C U T I O N . C O P Y R I G H T © 2 0 1 8 B Y D A R W I N L I N D A H L A R C H I T E C T S , P . A . 4 1 2 4 Q u e b e c A v e . N o r t h , S u i t e 1 0 6 M i n n e a p o l i s , M i n n e s o t a 5 5 4 2 7 P h : 7 6 3 . 5 6 0 . 0 4 4 8 F a x : 7 6 3 . 5 6 0 . 0 4 4 1 2 3 0 4 N 7 t h A v e . S t e . L B o z e m a n , M T 5 9 7 1 5 T e l : ( 4 0 6 ) 5 8 7 . 2 7 8 1 w w w . h y a l i t e e n g . c o m F a x : ( 4 0 6 ) 5 2 2 . 9 2 2 5 M O N T A N A B R E T T C . N o . 2 9 1 0 6 P E M E G A A R D P E F O R S O I L N A S R E N I G ENE 1 C I T Y R E - S U B M I T T A L 5 / 2 1 / 2 0 2 0 S E W E R P L A N A N D P R O F I L E C 2 . 1 6 " Ø C L E A N O U T 6"Ø CLEANOUT 6 " D I A I N S E R T A T E E C O N N E C T I O N T O E X I S T I N G 1 0 " P V C S E W E R M A I N . C O N T R A C T O R T O V E R I F Y L I N E A N D G R A D E O F E X T G . M A I N P R I O R T O C O N S T R U C T I O N . PROPOSED BUILDING FRONTAGE ROAD FF ELEV = 4795.50'PROPOSEDSAND/OIL SEPARATORLOCATIONFF ELEV. = 4795.50' C O N T R A C T O R T O A B A N D O N E X I S T I N G S E W E R S E R V I C E E X T G . U N D E R G R O U N D U T I L I T I E S ( C O N T R A C T O R T O V E R I F Y D E P T H A N D L O C A T I O N )