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HomeMy WebLinkAbout06_A102 Site Details_Gallatin Subaru_Rev1_5.21.20203'-0"5'-0"6" 6 " D I A S T L P I P E - C O N C R E T E F I L L E D - P T D C R O W N C O N C R E T E A T T O P O F P I P E C O N C R E T E F O U N D A T I O N - S L O P E A W A Y F R O M P I P E P A V I N G - S E E C I V I L 1'-6" S L I P - O N P L A S T I C C O V E R - V E R I F Y C O L O R S E L E C T I O N W / O W N E R S E A L A N T - A L L A R O U N D 171/2" = 1'-0"ACCESSIBLE & FIRE LANE SIGNS PARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLE 1'-0"6"5'-0"5'-0"1'-6"METAL SIGN3" DIA STL PIPECONCRETEPAVINGCONCRETEFOOTING8"181/2" = 1'-0"WALL SECTION AT TRASH ENCLOSURE PRE-FINISHEDGRAVEL STOP8'-0" (N.T.S.)CONC. FOOTING- SEE STRUCT.T.O. FTG.96'-8"8"1/2" EXPANSIONMATERIALFINISH GRADE -SEE CIVIL 8" CONC. PLANK 3 N T S P A R K I N G B E N C H P H O T O 2 N T S B I K E R A C K P H O T O 1 N T S P I C N I C T A B L E P H O T O 141/2" = 1'-0"BOLLARD DETAIL 100'-0"NOPARKINGFIRELANE 1'-0"6"5'-0"5'-0"1'-6"8"AB N O T E : P A I N T B O L L A R D S # S W 7 6 7 0 G R A Y S H I N G L E P R E C A S T C O N C . P I C I N I C T A B L E B I K E C O I L B I K E R A C K - B Y B E N S O N O U T D O O R S O R S I M . S I M . T O P O T O M A C ( 6 F T . ) - B Y P A R K W A R E H O U S E , O R S I M I L A R R I B B E D S T E E L B A C K L E S S B E N C H ( 4 F T . ) S I M . T O M O D E L P S B 6 - B Y B E N S O N O U T D O O R S , O R S I M I L A R 4 N T S D O G P A R K F E N C I N G P H O T O 8 N T S D O G P A R K T U R F K - 9 G R A S S O R X G R A S S P E T A M E R I S T A R F E N C E P R O D U C T S " M O N T A G E " o r S I M I L A R SOLID BLOCKREINF. SPLITFACE CNU BONDBEAMCONC. SLAB -SEE STRUCT.ROOFING MEMB.W/ GRAVEL OVER34" FIBER BOARD 4"SCALE: 1/4" = 1'-0"EXTERIOR ELEVATION AT TRASH ENC L O S U R E 16 19A102 8'-0" C O N C . C U R B - S E E C I V I L 15SCALE: 1/4" = 1'-0"ENLARGED PLAN AT TRASH ENCLOSU R E 8"x8"x16" REINF.SPLIT FACE CMU 8 " P . C . R O O F P L A N K 18A102 D U M P S T E R 8 ' - 0 " X 6 ' - 0 " DUMPS T E R 8'-0" X 6'-0" C O N C . A P R O N - S E E S T R U C T . SLOPE SLAB @ 1/16" PER FOOT (MIN) 1 2 ' - 4 " 1 6 A 1 0 2 7'-0"10'-8" 2 5 ' - 4 " 8" 2 4 ' - 0 " 8 " 8"10'-0"12'-4" 3 / 4 " D I A . S T L . D R O P B A R @ E A C H G A T E L E A F S T L L A T C H HEAVY DUTY HINGEWELD TO TUBE FRAMEAND PIPE BOLLARD METAL CAP FLASHING 8"12'-0" 1 " x 6 " C E D A R B D . G A T E O N 2 " x 2 " x 1 / 4 " S T L T U B E F R A M E ( P T D ) 1 x 6 R . S . C E D A R B D G A T E O N 2 x 2 x 1 / 4 " S T L T U B E F R A M E ( P T D ) N O T E : P A I N T G A T E S # S W 7 6 7 0 G R A Y S H I N G L E S P L I T F A C E C M U 8 " x 8 " x 1 6 " R E I N F . S P L I T F A C E C M U 2 0 A 1 0 2 1 2 ' - 0 " 8 " 7'-0" 6" Ø STL. TUBE COLUMNEMBED 3'-0" INTO CONC.FTG. (CONC. FILLED)19A102 R O O F E D G E A B O V E 193" = 1'-0"GATE HINGE DETAIL 203" = 1'-0"GATE HINGE DETAIL 1 0 3 " = 1 ' - 0 " D O G P A R K F E N C E D E T A I L C O N C R E T E S I D E W A L K D E C O R A T I V E A L U M I N U M P R E - F I N I S H E D F E N C E 1" 3" 6 " x 6 " x 1 4 " P L T . A N C H O R E D W / E X P . B O L T S - P N T A G G R E G A T E B A S E K - 9 O R X G R A S S P E T A R T I F I C I A L T U R F - S E E 8 / A 1 0 2 P R E S S U R E T R E A T E D 2 x 4 A N C H O R E D W / 3 8 " E X P A N S I O N A N C H O R S @ 1 6 " O . C . 312"12'-4"CENTER POST TO CENTER POST CMU TRASHENCLOSURE4"180°2 x 2 x 1/4 TSGATE FRAME 2 PAIR HEAVYDUTY GATEHINGES WELDEDTO CHANNELS6" Ø STL. TUBE COLUMNEMBED 3'-0" INTO CONC.FTG. (CONC. FILLED)12'-4"CENTER POST TO CENTER POST 2" x 18" MTL.SUPPORTSTRAP12'-4"CENTER POST TO CENTER POST 1X6 CEDAR BD.(PAINT GRAYSHINGLE)6" STL. CHANNEL x 8"LG. WELDED TO STLPIPE @ 12" AND 7'-0"ABOVE CONCRETE2 x 2 x 1/4 TSGATE FRAMEPAIR HEAVY DUTYGATE HINGES WELDEDTO CHANNELS 6" Ø STL. TUBE COLUMNEMBED 3'-0" INTO CONC.FTG. (CONC. FILLED)2" x 18" MTL.SUPPORTSTRAP1X6 CEDAR BD.(PAINT GRAYSHINGLE)6" STL. CHANNEL x 8"LG. WELDED TO STLPIPE @ 12" AND 7'-0"ABOVE CONCRETE 180° 1 2 " E X P A N S I O N M A T E R I A L W / S E A L A N T # 4 B A R C O N T . @ C O R N E R S 6" 1 ' - 8 " 6 " C A S T I R O N F R A M E C A S T I R O N F R A M E C A S T I R O N G R A T E CONCRETESIDEWALK -SEE CIVILCRUSHEDAGGREGATEBASE # 4 B A R S @ 2 4 " O . C . 6"6" 133" = 1'-0"DETAIL @ SIDEWALK TRENCH GRAT E M A N U F A C T U R E R : N E E N A H F O U N D R Y M O D E L N U M B E R : R - 4 9 9 0 E X G R A T E : T Y P E P GALLATIN SUBARU 31910 EAST FRONTAGE ROAD BOZEMAN, MONTANA 59715 2/26/2020 9:39:01 AM Z:\Projects\AutoCAD\2019-66 Gallatin Subaru\Gallatin Subaru\Sheets\A102 Site Details.dwg S I T E D E T A I L S 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 : P r o j e c t # : C e r t i f i c a t i o n : 2 0 1 9 - 6 6 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 A 1 0 2 D A R W I N M . L I N D A H L 2 8 7 1 M I N N E A P O L I S , M N LIC E N S E D A R C H I T E C T S T A T E O F M O N T A NA D A T E : 3 / 2 / 2 0 2 0 1 C I T Y R E - S U B M I T T A L 5 / 2 1 / 2 0 2 0 1 1 1111 1 11