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HomeMy WebLinkAboutC410 Grading-West_22x34_20190801LE G E N D C A T C H C U R B & G U T T E R S P I L L C U R B & G U T T E R L A Y D O W N C U R B & G U T T E R C U R B & G U T T E R T R A N S I T I O N E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 47264725.5047244723.50 CO M P A C T O N L Y N88°34'52"W 116.07' S 1 ° 3 9 ' 1 7 " W 1 2 9 . 9 4 ' N 1 ° 3 6 ' 2 5 " E 2 8 5 . 5 3 ' //////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF B F B F B F B F B F B F B F B F B F BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 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 O H P O H P O H P O H P O H P O H P O H P E6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6W E1WSE1WSE1WS ///////// T F F E G G T B C = 2 1 . 2 4 T B C = 1 9 . 7 1 T B C = 1 9 . 6 7 T B C = 1 9 . 8 5 T B C = 1 9 . 7 9 T B C = 2 0 . 0 0 T B C = 1 9 . 9 2 T B C = 2 0 . 5 1 T B C = 2 0 . 2 9 PC TBC =18.88 TBC =19.07 T B C = 1 9 . 7 1 T B C = 1 9 . 7 1 T B C = 2 0 . 5 3 T B C = 2 2 . 5 7 T B C = 2 4 . 6 3 1 9 . 9 5 1 9 . 9 5 1 9 . 6 0 4 6 . 2 1 L F @ 6 . 2 3 % 1 2 " H P S T O R M 78.45 LF @ ±4.8%15" RCP C I # A . 2 N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M A N H O L E A N D I N L E T T B C = 2 0 . 5 1 1 2 " I N V ( N E ) = 1 6 . 0 4 1 2 " I N V ( W ) = 1 6 . 0 4 CI #A.1NEW 36"Ø STORMDRAIN MANHOLETBC = 18.7610" INV (N) = 15.02 SDMH #B.1NEW 60"Ø CUT IN STORMDRAIN MANHOLERIM = ±4819.50INV (E) = ±4809.98INV (W) = ±4809.86INV (N) = ±4809.92EXISTING24" STORMDRAIN MAIN T B C = 1 9 . 4 2 T B C = 1 9 . 6 5 T B C = 1 9 . 5 6 T B C = 1 9 . 1 4 T B C = 2 1 . 8 2 T B C = 1 9 . 9 7 T B C = 2 0 . 1 1 - 8 . 5 3 % -3.04% -2. 8 1 % 45° HORIZ. BENDINV = ±14.55TBC =19.75 T B C = 2 0 . 3 1 T B C = 2 0 . 4 3 T B C = 2 0 . 6 8 T B C = 2 0 . 9 1 T B C = 2 3 . 6 6 T B C = 1 9 . 9 2 T B C = 2 0 . 0 0 T B C = 1 9 . 5 8 T B C = 1 9 . 5 8 T B C = 1 9 . 3 6 T B C = 1 9 . 3 9 T B C = 1 9 . 3 9 T B C = 1 9 . 3 6 T B C = 1 9 . 3 8 19.0719.17 19.1719.2819.20 19.8119.81 1 9 . 8 1 1 9 . 8 1 1 9 . 7 7 1 9 . 6 5 1 9 . 9 5 2 0 . 0 0 2 4 . 7 4 T B C = 2 0 . 0 0 45° HORIZ. BENDINV = ±14.687.52 LF @ 4.50%10" HP STORM 18.89 18.92 1 9 . 6 0 1 9 . 1 2 1 9 . 0 5 P R O P E R T Y L I N E ( T Y P . ) 8.00' WIDEPARKING SETBA C K 5.00' WIDEBUILDING SETBACK 2C630 3 L F 2 4 " @ 0 . 0 0 % 1 C 6 3 0 4 . 0 4 : 1 -1 . 0 2 % - 2 . 5 9 % -4.38 % -2 . 1 6 % - 2 . 6 2 % -3.16 % - 0 . 7 8 % - 0 . 7 1 % 19.8420.00 17.1220.0020.0017.5617.6517.9417.9418.3618.4918.5819.0119.0920.1020.21 18.93 15.57 1 1 . 9 3 1 4 . 1 3 9 . 6 3 9 . 6 3 2 0 . 4 5 2 0 . 3 8 2 0 . 4 4 2 0 . 5 1 2 0 . 8 9 2 1 . 0 2 2 0 . 5 1 2 0 . 0 0 2 0 . 0 1 18.9617.4919.74 16.1115.72 4 8 2 5 4 8 2 5 4 8 1 5 4 8 2 0 4 8 1 0 2 6 . 0 0 2 5 . 0 0 2 5 . 9 0 8S8S8S8S8S8S8S8S8S S D S D S D S D S D S D S D S D S D S D D 4WS4WS4WS4WS4WS4WS4WS4W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 4 W S 6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6FIRE 6FIRE 6FIRE 6FIRE 6FIRE 4WS 4WS 4WS 4WS 4WS 4WS B P B P B P B P B P B P B P B P B P BP B P B P B P B P R D R D R D R D R D R D WWWW HYD R D R D R D R D R D R D R D R D S D S D S D S D S D S D S D G A S G A S BFBTBCTV BF B F B F B F BT B T B T B T B T B T BC T V B C T V B C T V B C T V B C T V B F B F B F B F B F B F B F B T B T B T B T B T B T B T B T B T B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B P B P SD 6 " I N S E R T A - T E E I N V = ± 1 2 . 6 5 6 " R O O F D R A I N ( T Y P . ) S E E G E N E R A L N O T E 5 . 2 0 . 0 1 1 9 . 5 0 1 9 . 2 5 2 0 . 0 0 2 0 . 0 1 2 0 . 0 1 T B C = 1 9 . 9 1 T B C = 1 9 . 9 2 L A Y D O W N S P I L L C U R B W 0 . 0 3 ' R I S E T O T B C 1 9 . 5 9 1 0 . 0 0 ' T O P W A L L 2 6 . 0 0 2 0 . 8 1 2 5 . 0 0 TOPWALL22.50 20.1822.0021.2620.7021.07 20.08 18.1318.8918.9320.03 2.82 LF @ 4.50%10" HP STORM 10" INV = ±14.57 6 " I N S E R T A - T E E I N V = ± 1 2 . 6 5 T B C = 2 0 . 1 8 - 1 . 2 8 % 2 1 . 3 8 2 0 . 6 3 2 1 . 4 0 2 1 . 4 0 2 4 . 1 6 2 0 . 8 9 2 0 . 8 9 2 0 . 5 6 1 9 . 9 7 T B C = 1 9 . 5 0 T B C = 1 9 . 5 9 2 0 . 0 0 1 9 . 9 3 1 9 . 9 8 1 9 . 5 2 . 2 5 5 . 5 5 L F 6 " @ 1 . 7 6 % R E T A I N I N G W A L L ( S E E D E T A I L 5 O N S H E E T S 3 0 3 ) RETAINING WALL(SEE DETAIL 4 ONSHEET S303) © 2 8 8 0 T e c h n o l o g y B l v d . W . B o z e m a n , M T 5 9 7 1 8 P h o n e : ( 4 0 6 ) 5 8 7 - 0 7 2 1 F a x : ( 4 0 6 ) 9 2 2 - 6 7 0 2 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R D R A W N B Y : C H K ' D . B Y : A P P R . B Y : D A T E : Q . A . R E V I E W D A T E : B Y : C O P Y R I G H T M O R R I S O N - M A I E R L E , I N C . , 2 0 1 9 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C400-C420-Site-Grading-Plan.dwg Plotted by cooper krause on Jul/15/2019 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s 5 3 0 5 . 0 0 5 C 4 1 0 B O Z E M A N M O N T A N A C P K 1SITE REVISIONS01/25/2019CPK2SITE REVISIONS04/19/2019CPK3SITE REVISIONS06/07/2019CPK G R A D I N G A N D D R A I N A G E P L A N - W E S T R E S I D E N C E I N N - B O Z E M A N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R EASTMAIN STREET 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 2 0 ' G R A P H I C S C A L E 0 ( I N F E E T ) 5 1 0 5 1 0 1 I N C H = 1 0 F T M A T C H L I N E S H E E T C 4 2 0 I , T H E A P P L I C A N T , C E R T I F Y T H A T T O T H E B E S T O F M Y K N O W L E D G E , I N F O R M A T I O N A N D B E L I E F , T H E R E S I D E N C E I N N H O T E L S I T E I S I N A C C O R D A N C E W I T H T H E A P P L I C A B L E A D A R E G U L A T I O N S . F F = 4 8 2 0 . 0 0 GENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITHMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS),SIXTH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TOMPWSS, LATEST EDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIESSHOWN ON THIS DRAWING ARE APPROXIMATE, AND SHALL BEVERIFIED AND MARKED UNDER THE DIRECTION OF THECONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTINGUTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURINGPERFORMANCE OF THE WORK.3.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZEINDICATED, AND CONSTRUCTED PER CITY OF BOZEMANSTANDARD DETAILS:CURB INLET (2' X 3'):DETAIL # 02720-1ACURB INLET (3' DIA.):DETAIL # 02720-1CURB INLET (4' DIA.):DETAIL # 02720-1BDROP INLET (2' DIA.) :DETAIL # 02720-2MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 ASNEEDEDMANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, TH O S E INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVER S , AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPESLOTTED COVERS. 4 . A L L P I P E S L A B E L E D " S D " ( S T O R M D R A I N ) A R E 1 2 " D I A . O R L A R G E R . S T O R M D R A I N P I P E S H A L L B E D U A L W A L L E D , S M O O T H I N T E R I O R P O L Y E T H Y L E N E P I P E . U S E H P S T O R M , A S M A N U F A C T U R E D B Y A D S . 5 . A L L R O O F D R A I N S S H A L L C O N N E C T T O S T O R M D R A I N P I P I N G O N S I T E A T 1 . 0 0 % M I N . S L O P E . M I N I M U M P I P E S I Z E I S 6 I N C H . U S E S C H . 4 0 W I T H I N 5 F E E T O F B U I L D I N G A N D S D R 3 5 B E Y O N D . I N S T A L L C L E A N O U T S A T 1 0 0 - F O O T M A X . S P A C I N G . C O O R D I N A T E P I P E L E N G T H S A N D L O C A T I O N S W I T H T H E A R C H I T E C T U R A L P L A N S A S R E Q U I R E D T O C O L L E C T A L L D O W N S P O U T S . C O N N E C T T O S T O R M D R A I N P I P E W I T H W Y E F I T T I N G . 6 . S P O T E L E V A T I O N S A L O N G C U R B & G U T T E R A R E T O P B A C K O F C U R B ( T B C ) E L E V A T I O N S F O R S T A N D A R D ( F U L L H E I G H T ) C U R B , U N L E S S I N D I C A T E D O T H E R W I S E . C U R B F L A R E S , F L U S H C U R B S A N D T R A N S I T I O N S M A Y A L S O I N C L U D E E D G E O F G U T T E R ( E G ) E L E V A T I O N S . T O O B T A I N E G E L E V A T I O N F O R S T A N D A R D C U R B S E C T I O N , S U B T R A C T 0 . 6 0 ' ( S P I L L C U R B ) O R 0 . 3 8 ' ( C A T C H C U R B ) F R O M T B C E L E V A T I O N S O N P L A N . S E E D E T A I L 1 O N S H E E T C 6 4 0 . 7 . L A N D S C A P E S H A L L B E G R A D E D T O D R A I N A W A Y F R O M A L L B U I L D I N G S . 8 " O F B U I L D I N G F O U N D A T I O N R E V E A L S H A L L B E P R O V I D E D U N L E S S O T H E R W I S E N O T E D . 8 . F O R C L A R I T Y , S P O T E L E V A T I O N S H A V E B E E N T R U N C A T E D T O T W O D I G I T S B E F O R E T H E D E C I M A L . A D D B A S E E L E V A T I O N O F 4 8 0 0 . 0 0 F E E T T O R E A C H A C T U A L E L E V A T I O N S O N P R O J E C T D A T U M U N D E R G R O U N D S T O R M W A T E R D E T E N T I O N 1 1 U N D E R G R O U N D S T O R M W A T E R R E T E N T I O N S Y S T E M T O P O F G R A V E L E L E V . = 4 8 1 5 . 9 0 B A S E E L E V A T I O N , C H A M B E R S = 4 8 1 2 . 1 5 ( L E V E L ) M A X S U B - G R A D E E L E V A T I O N = 4 8 1 0 . 6 5 * * E X C A V A T E T O N A T I V E G R A V E L L A Y E R T O A L L O W I N F I L T R A T I O N 1 0 - Y E A R S T O R A G E V O L ( M I N ) = 3 3 2 0 C F 1 0 - Y E A R W A T E R S U R F A C E E L E V . = 4 8 1 5 . 5 7 T O T A L S T O R A G E V O L U M E = 3 8 0 4 C F A D S S T O R M T E C H M C - 3 5 0 0 C H A M B E R S , O R A P P R O V E D E Q U A L . I N S T A L L A C O N T I N U O U S P I E C E O F F A B R I C I N T W O L A Y E R S U N D E R C H A M B E R S A L O N G E N T I R E L E N G T H O F S Y S T E M . S E E S H E E T C 4 3 0 F O R A D D I T I O N A L R E Q U I R E M E N T S . 2 C 6 3 0 1 0 / 1 7 / 2 0 1 8 MATCH LINE SHEET C425 MAIN STREET PLAZA AREASEE DETAIL 3, SHEET C620 FORRETAINING WALL AND GRADING DETAILS S D M H # B . 3 N E W 6 0 " Ø S T O R M D R A I N M A N H O L E G R A T E = 1 8 . 6 5 6 " I N V ( N ) = 1 5 . 0 0 1 2 " I N V ( E ) = 1 3 . 3 2 2 4 " I N V ( S ) = 1 2 . 3 2 N O T E S B Y S Y M B O L : 1 . 1 2 C O N N E C T T O 6 " G A R A G E D R A I N @ 5 ' S O U T H O F B U I L D I N G L I N E W I T H C L E A N O U T I N V = 4 8 1 5 . 9 6