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HomeMy WebLinkAbout16_C1 Civil Site 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 OHPOHP 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 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 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 G A S G A S G A S U G P U G P U G P U G P 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 OHPOHP 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 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 0 ' 2 0 ' 20' 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 1/24/2019 10:45:41 AM M:\183014\Drawings\Construction Drawings\1 - SITE.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 P R O P O S E D B U I L D I N G FRONTAGE ROAD T R A S H E N C L O S U R E E X I S T I 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 V A L L E Y G U T T E R 1.LOCATION OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE. CONTRACTOR ISRESPONSIBLE FOR FIELD VERIFICATION OF EXACT LOCATION, DEPTH AND TYPE OFUTILITIES AND IS RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM THEFAILURE TO EXACTLY LOCATE AND PROTECT ALL UNDERGROUND UTILITIES.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTDOCUMENTS AND SPECIFICATIONS3.THE BENCHMARK DATUM USED FOR THIS PROJECT IS CITY OF BOZEMAN.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEENFIELD CONDITIONS AND INFORMATION SHOWN ON PLANS.5.THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITYCONNECTIONS PRIOR TO START OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.6.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURESINCLUDING STORAGE OF TOP SOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE,FINISH GRADE, ETC.7.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGSAND/OR STORAGE FACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILESFROM EROSION.8.UNLESS NOTED OTHERWISE, BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESSACCORDING TO THE SPECIFIED COMPACTION STANDARDS. FILL AND BACKFILL SHALL BECOMPACTED AT OPTIMUM MOISTURE CONTENT.9.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OF CLEAN, GRANULARMATERIALS, AND SHALL CONFORM TO THE REQUIREMENTS LISTED FOR BEDDINGMATERIAL IN THE SPECIFIED STANDARDS.10.UNLESS NOTED OTHERWISE, BACKFILL SHOULD BE COMPACTED TO 95% RELATIVECOMPACTION IN AREAS UNDER STRUCTURES, UTILITIES, ROADWAYS, PARKING AREASAND CONCRETE FLATWORK, AND TO 90% RELATIVE COMPACTION IN UNDEVELOPEDAREAS. RELATIVE COMPACTION SHALL BE IN ACCORDANCE WITH ASTM D698COMPACTION TEST METHOD.11.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTSBEFORE INSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TOORDERING THE MATERIALS. THE ENGINEER SHALL HAVE FIVE (5) WORKING DAYS TOREVIEW THE SUBMITTALS.12.CONTRACTOR SHOULD TAKE NOTE: CONSTRUCTION DE-WATERING MAY BE NECESSARY.13.THE ENGINEER IS RESPONSIBLE FOR STAKING AS OUTLINED IN THE GENERALREQUIREMENTS.14.TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE ON OWNEDPROPERTY IN THE VICINITY OF THE PROJECT SITE.GENERAL CONSTRUCTION NOTESMASTER LINE & SYMBOL LEGENDSANITARY SEWER MANHOLECIRCULAR STORM STRUCTURERECTANGULAR STORM STRUCTUREGATE VALVESEWER CLEANOUTSTORMWATER PONDPROPERTY LINESETBACK LINEEASEMENT LINECENTERLINE OF ROADCURBPROPOSED POTABLE WATER MAIN WITH DIAMETERPROPOSED SEWER MAIN WITH DIAMETERPROPOSED VEGETATED SWALEPROPOSED CULVERTPROPOSED BURIED GASPROPOSED BURIED POWERPROPOSED BURIED TELEPHONE LINEEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING BURIED TELEPHONE LINEEXISTING POTABLE WATER LINEEXISTING SANITARY SEWER LINEFOUND PROPERTY CORNERCONTROL POINTPOWER POLETELEPHONE PEDESTALUTILITY BOX/TRANSFORMER X''SGASOHPTELWAT X''WCPSEW S C O M M E R C I A L S I T E P L A N C 1 >>GASUGP L O A D I N G B E R T H SNOW STORAGE SNOW STORAG E TEL E X I S T I N G E A S T A P P R O A C H I N T O S U B A R U T O B E R E M O V E D A F T E R A U D I C O N S T R U C T I O N I S C O M P L E T E A N D R E S T O R E D P R O P O S E D F I R E S V C P R O P O S E D D O M E S T I C S V C P R O P O S E D S E W E R S V C