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HomeMy WebLinkAbout19_C4 Civil Grading & Drainage Plan 2-5-19O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P U G P UG P UG P UG P UG P UG P UG P 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 G A S G A S T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L GA S GA S GA S GA S T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L TE L F O F O F O F O F O F O F O SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW S S 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W WA T 1 0 ' ' W W A T W A T W A T W A T W A T SE W S E W S E W S E W S E W S E W X X X X X X X X X X X O H P O H P 2 ' ' W 2 ' ' W 2 ' ' W 2 ' ' W 2 ' ' W 2'' W 2 ' ' W 2 ' ' W 2 ' ' W 2 ' ' W 2 ' ' W 2 ' ' W EVEV 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S 6 ' ' S GASGASGASGA 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 G A S G A S UGPUGPUGPUGP U G P U G P U G P U G P 4 ' ' W 4 ' ' W 4 ' ' W 4 ' ' W 4'' W 4 ' ' W 4 ' ' W 4 ' ' W 4 ' ' W 4 ' ' W 4 ' ' W TE L TE L TE L TE L TE L TE L TE L TE L T E L O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P U G P UG P UG P UG P UG P UG P UG P 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 G A S G A S T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L GA S GA S GA S GA S T E L T E L T E L T E L T E L T E L T E L T E L T E L T E L TE L F O F O F O F O F O F O F O SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW S S 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W 1 0 ' ' W WA T 1 0 ' ' W W A T W A T W A T W A T W A T SE W S E W S E W S E W S E W S E W X X X X X X X X X X X O H P O H P >>>>>>>>>>>>>> - 1 . 1 % - 1 . 3 % - 1 . 1 % - 1 . 0 % -1.1% -2. 3 % -2.6%-4.0%-3.2%-0.8% - 0 . 6 % -2.6%-2.6% -2.0%-1. 1 % -4.0% -2.2% -1. 1 % -4.0% -2.3% -1.1% - 1 . 9 % - 1 . 3 % -1 . 2 % - 0 . 8 % -1.1% - 0 . 5 % - 0 . 5 % - 0 . 8 % - 3 . 0 % -0.8%-1.2% -1.0% ADA CERTIFICATIONI CERTIFY, TO THE BEST OF MY PROFESSIONAL JUDGEMENT,THAT THE PLANS OF THIS FACILITY (BUILDING & SITE)CONFORMS TO THE AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITY.BY: DATE: --/--/---- 0 ' 3 0 ' 6 0 ' 9 0 ' BOZEMAN AUDI VW 31908 FRONTAGE ROAD BOZEMAN, MONTANA 59715 D A T E : _ _ _ _ _ _ _ _ _ _ 2 / 5 / 2 0 1 9 1/28/2019 7:52:42 AM M:\183014\Drawings\Construction Drawings\4 - STRM.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 IG ENE FRONTAGE ROAD EXISTING DITCH E X T E N D E D D E T E N T I O N P O N D C T O P O F P O N D = 4 7 9 3 . 5 B T M O F P O N D = 4 7 9 1 . 0 S E E D E T A I L 1 8 / C 1 3 F F E L E V = 4 7 9 6 . 0 2 4 " C M P C U L V E R T 2 W / F . E . T . S . L E N G T H = 6 8 ' I N V I N = 4 7 8 9 . 8 I N V O U T = 4 7 8 9 . 4 6 S L O P E = 0 . 5 % S E E D E T A I L 8 / C 1 2 2 4 " C M P C U L V E R T 1 W / F . E . T . S . L E N G T H = 6 4 ' I N V I N = 4 7 9 0 . 8 0 I N V O U T = 4 7 9 0 . 4 8 S L O P E = 0 . 5 % S E E D E T A I L 8 / C 1 2 EXISTING RO A D S I D E DITCH LOW POINT E X T E N D E D D E T E N T I O N P O N D B T O P O F P O N D = 4 7 9 2 . 5 B T M O F P O N D = 4 7 9 0 . 0 S E E D E T A I L 1 8 / C 1 3 VEGETATED SWALESEE DETAIL 24/C14LENGTH = 280 FTSLOPE = 0.5%FLOWOVERINLET/STORMWATERPRE-TREATMENTSEE DETAIL 26/C14RIM ELEV =DETENTION POND ATOP OF POND = 4792.5BTM OF POND = 4790.0SEE DETAIL 18/C13 POND OUTLET STRUCTURE (TYP.)SEE DETAIL 19/C13 HIGH POINT H I G H P O I N T R I D G E G R A D I N G & D R A I N A G E P L A N C 4 C U R B I N L E T / S T O R M W A T E R P R E T R E A T M E N T S E E D E T A I L 2 5 / C 1 4 G R A D I N G E X T E N T S V A L L E Y G U T T E R EXISTI N G B U I L D I N G E X I S T I N G B U I L D I N G N O T E S : 1 . C O N T O U R I N T E R V A L I S 0 . 5 F E E T . 2 . V E R T I C A L D A T U M I S C I T Y O F B O Z E M A N . 3 . A L L C U R B A R O U N D T H E B U I L D I N G W I L L B E S P I L L C U R B . A L L E X T E R I O R C U R B W I L L B E C A R R Y C U R B RIDGE CAR WASH FF ELEV =4795.42FLOWOVERINLET/STORMWAT E R PRE-TREATMENTSEE DETAIL 26/C1 4 RIM ELEV =