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HomeMy WebLinkAbout01 Stadium Center Civil Plan 09-10-2019WATWATWAT W A T W A T W A T S E W S E W S E W S E W S E W S E W S E W S E W S E W N0° 18' 36"W 64.00' N 8 9 ° 4 1 ' 2 4 " E 1 1 6 . 6 1 ' S0° 18' 36"E 64.00' S 8 9 ° 4 1 ' 2 4 " W 1 1 6 . 6 1 ' GA S GA S GA S G A S G A S G A S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 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 T E L T E L T E L F O F O F O F O F O F O 4 9 2 0 . 0 49 1 9 . 0 4 9 1 9 . 0 4 9 1 9 . 0 4919.0 4 9 1 9 . 5 4 9 2 0 . 5 4 9 2 1 . 0 W A T S E W 4 9 1 8 . 8 5 4 9 1 8 . 9 2 1 : 1 2 1 : 1 2 1 : 1 2 UTIL UTIL UTIL UTIL - 2 . 0 % - 2 . 0 % -2.0% -2.0% MAX - 2 . 0 % - 2 . 0 % -2.0% D S D S D S D S D S D S C H A I N D S - 0 . 5 % - 0 . 5 % 4 9 1 9 . 1 6 4 9 1 9 . 3 3 S N O W S T O R A G E S N O W S T O R A G E S N O W S T O R A G E S N O W S T O R A G E 0 ' 1 0 ' 2 0 ' 3 0 ' C 1 . 0 A S N O T E D S I T E P L A N J M C H E C Sep 10, 2019 - 8:36amCAD FILE: G:\Shared drives\Hyalite Project Drive\193082\CAD\Drawings\_C1-0 - SITE PLAN.dwg R E V I S I O N S D A T E P R O J E C T N U M B E R H Y A L I T E E n g i n e e r s , P L L C 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 2 0 1 9 S T A D I U M C E N T E R B O Z E M A N , M T 0 7 / 0 2 / 2 0 1 9 1 9 3 0 8 2 AGENCY REVIEW SET - 22x34 originals L O T 1 1 S C A L E S H E E T T I T L E D E S I G N B Y 0 9 / 0 6 / 2 0 1 9 7,463 SF ( 0 . 1 7 1 A C R E S ) (EXIST I N G B U I L D I N G APPRO X I M A T E O U T E R EXTE N T S S H O W N ) FF E = 4 9 1 9 . 6 9 L O T 1 1 P A R C E L A R E A = 7 , 4 6 3 S F ( 0 . 1 7 1 A C R E S ) P R O P O S E D F I N I S H F L O O R E L E V = 4 9 1 9 . 1 0 FOUND PRO P E R T Y P I N E L E V = 4 9 1 8 . 7 3 7 , 6 8 0 S F ( 0 . 1 7 6 A C R E S ) ( E X I S T I N G B U I L D I N G A P P R O X I M A T E O U T E R E X T E N T S S H O W N ) F F E = 4 9 1 9 . 5 5 E X I S T I N G 1 . 5 " Ø P O T A B L E W A T E R S E R V I C E E X I S T I N G 4 " Ø S A N I T A R Y S E W E R S E R V I C E 1 SPACESADA PARKING REQUIRED 7,463 S.F.4,357 S.F.2,200 S.F.906 S.F.TOTAL AREA OF LANDSCAPINGTOTAL AREA OF HARDSCAPE TOTAL LOT AREATOTAL BUILDING FOOTPRINT12%30%58%100%DESCRIPTION% OF TOTALAREAF.A.R. = (BLDG.AREA) / (LOT AREA) = 0.58 TOTAL BLDG. FLOOR AREA = 4,357 S.F.TOTAL LOT AREA = 7,463 S.F.FLOOR AREA RATIO LOT 112 SPACESBICYCLE PARKING, MIN. 10% OF PARKING SPACES LEGENDSANITARY SEWER MANHOLESTANDARD FIRE HYDRANTGATE VALVEWATER SERVICESEWER SERVICEWELLSTORM DRAIN MANHOLESEWER CLEANOUTSTORM DRAIN INLETPROPERTY LINEEASEMENT LINERIGHT OF WAYROAD CENTERLINEPROPOSED POTABLE WATER LINEPROPOSED SEWER LINEEXISTING BURIED FIBER OPTIC LINEEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING BURIED TV LINEEXISTING BURIED TELEPHONE LINEEXISTING POTABLE WATER LINEFOUND PROPERTY CORNERSET PROPERTY CORNERCONTROL POINTPOWER POLESINGLE POLE SIGNPROPOSED SURFACE DRAINAGE PATHPROPOSED DOWNSPOUT LOCATION FOGAS SEWOHPTVTELWAT WAT HYDCP S SITE AREA CALCULATIONS L O T 1 2 L O T 1 0 S T A D I U M C E N T E R S U B . C O M M O N A R E A F U T U R E S T A T E S T R E E T P L A T T E D R I G H T - O F - W A Y 1 ' N O A C C E S S S T R I P PREVE N T I N G I N D I V I D U A L L O T ENTR Y F R O M S T A T E S T R E E T ( U T I L I T I E S C O N T I N U E ) S T A D I U M C E N T E R S U B . C O M M O N A R E A E X I S T I N G P A R K I N G L O T E X I S T I N G 5 ' S I D E W A L K P R O T E C T I N P L A C E 5 . 0 0 5' BUILDING SET B A C K F R O M P R O P E R T Y LINE PE R P U D R E Q U I R E M E N T S F U T U R E P E D E S T R I A N A C C E S S T O S T A T E S T R E E T B U I L T T O P R O P E R T Y L I N E E X I S T I N G C O M M O N M A I L B O X R E S E R V E D P A R K I N G V A N A C C E S S I B L E ADA NOTES1.VAN ACCESSIBLE PARKING SPACE SHALL BE A MINIMUM OF 11'x18' WITH A 5' ACCESS ISLEON THE PASSENGER SIDE. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. THE VANACCESSIBLE PARKING SPACE SHALL BE MARKED AND SIGNED IN ACCORDANCE WITHSECTION 502.3 OF ICC/ANSI A117.1-2009.2.ADA ACCESS PATH SHALL BE A MINIMUM OF 3' WIDTH AND 1:12 SL WITH A CROSS SLOPEOF NO MORE THAN 2%.3.LANDINGS SHALL BE PROVIDED AT A MINIMUM OF EVERY 30" OF RISE.4.LANDINGS ARE 5'x5' MINIMUM SIZE WITH SLOPE NOT EXCEEDING 2% IN ANY DIRECTION.5.ALL ADA RAMPS SHALL HAVE HANDRAILS INSTALLED PER LOCAL BUILDING CODE.HANDRAILS ARE GENERALLY REQUIRED ON BOTH SIDES OF ANY RAMP WITH 6" OF RISEOR 72" LONG THAT HAS A RUNNING SLOPE OF 5% OR MORE.6.IF THE SIDEWALK IS ADJACENT TO THE STREET OR SEPARATED BY A NARROW PLANTINGSTRIP, THE SIDEWALK GRADE MAY BE EQUAL TO THE GRADE OF THE STREET AND NOT BECONSIDERED A RAMP.7.THE LAYOUT PRESENTED IN THIS DRAWING IS APPROXIMATE. ANY MODIFICATION TO THEPLAN PRESENTED MUST COMPLY WITH SECTION 403, 405, AND 505 OF THE 2010 ADASTANDARDS FOR ACCESSIBLE DESIGN.LEGAL DESCRIPTIONBEING LOT 11 OF THE STADIUM CENTER SUBDIVISION LOCATED IN THE SW 1/4 OFSECTION 13, T2S, R5E, P.P.M GALLATIN COUNTY, MONTANAZONINGR-O RESIDENTIAL OFFICE DISTRICT WITH STADIUM CENTER PUD MODIFICATIONS O V E R H A N G O V E R H A N G O V E R H A N G OVERHANG OVERHANG P R O P O S E D A D A R A M P P E R C O B S T A N D A R D D R A W I N G N O . 0 2 5 2 9 - 8 E X I S T I N G U T I L I T Y P E D E S T A L S A N D T R A N S F O R M E R P R O P O S E D U N D E R G R O U N D D R Y U T I L I T Y F E E D T O B U I L D I N G B I C Y C L E P A R K I N G DS A D A C E R T I F I C A T I O N I CERTIFY, TO THE B E S T O F M Y P R O F E S S I O N A L J U D G E M E N T , T H A T THE PLANS OF THIS F A C I L I T Y ( B U I L D I N G & S I T E ) C O N F O R M S T O T H E AMERICANS WITH D I S A B I L I T I E S A C T A C C E S S I B I L I T Y G U I D E L I N E S F O R B U I L D I N G A N D F A C I L I T Y . BY: _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PARKING CALCULATION1.DENTAL OFFICE (2169 SF GROSS) FOUR SPACES FOR ONE DOCTOR AND ONE FOR EACH OFTHE FOUR EMPLOYEES EQUALING A TOTAL OF EIGHT (8) SPACES NEEDED.2.REMAINING OFFICE SPACES GROSS TOTAL 2188 SF X .85 (TABLE 38.54.050-4) / 250 = 7.4ROUNDED TO EIGHT (8) SPACES NEEDED. GROSS AREA INCLUDES CIRCULATION, BATH, ETC.3.TOTAL OF 8 + 8 = 16 SPACES NEEDED TO MEETING PUD PLANNED ALLOWANCES.4.THE MAXIMUM PUD ALLOCATION REMAINING FOR LOTS 9, 11, 12, AND 13 IS 4,718 GROSSSQUARE FEET PER BUILDING. AT THE OFFICE CALCULATION THAT ALLOCATES 4,718 X 0.85 =4,010.30 / 250 = 16 PARKING SPACES THIS LOT. ADEQUATE PARKING IS PROVIDED. P R O P O S E D U T I L I T Y M E T E R L O C A T I O N . W I D E N E X I S T I N G S I D E W A L K T O A T O T A L W I D T H O F 7 F E E T 5 . 0 0 5 . 0 0 5 . 0 0 W A T E R S E R V I C E I N S P E C T I O N T H E C O N T R A C T O R M U S T C A L L T H E W A T E R D E P A R T M E N T ' S B A C K F L O W S P E C I A L I S T @ 5 8 2 - 3 2 0 3 T O A R R A N G E A N I N S P E C T I O N O F T H E W A T E R S E R V I C E . I N A C C O R D A N C E W I T H T H E B M C S E C T I O N 4 0 . 0 2 . 7 5 0 T H E W A T E R / S E W E R S U P E R I N T E N D E N T I S R E Q U I R I N G A N I N S P E C T I O N O F Y O U R W A T E R S E R V I C E T O D E T E R M I N E W H E T H E R T H E W A T E R S E R V I C E H A S B A C K F L O W P R O T E C T I O N A N D I F S U C H P R O T E C T I O N I S I N S T A L L E D T H A T T H E D E V I C E I S A P P R O P R I A T E F O R T H E L E V E L O F U S E F O R T H E F A C I L I T Y .