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HomeMy WebLinkAbout25_L201 LANDSCAPE SITE DETAILS 4-23-20198 L 2 0 1 S T E P P I N G S T O N E S E C T I O N 1 / 2 " = 1 ' - 0 " L A N D S C A P E A P P L I C A T I O N C O N C R E T E B A N D A P P L I C A T I O N 6"1" N O T E : 1 . S T E P P I N G S T O N E T O B E 8 2 " x 2 4 " x 2 - 1 / 2 " M I N I M U M T H I C K N E S S P R E C A S T C O N C R E T E . V E R I F Y W I T H P L A N G E O M E T R Y . 2 . V E R I F Y F I N I S H W I T H A R C H I T E C T . C O L O R T O B E S T A N D A R D G R A Y 3 . I N S T A L L F L U S H W I T H F I N I S H G R A D E . 4 . S E E P L A N T I N G P L A N F O R E D G I N G D E T A I L 5 . S E E P L A N T I N G P L A N F O R M U L C H . SEE PLAN P L A N V I E W S E E P L A N 6 " E D G I N G , T Y P . A D J A C E N T C O N C R E T E B A N D , T Y P . M U L C H , T Y P . S T E P P I N G S T O N E , T Y P . MATCH CONCRETE BAND S T E P P I N G S T O N E , T Y P . F I N I S H G R A D E M A S O N R Y S A N D # 2 T A M P E R E D 3 4 " M I N U S G R A V E L B A S E C O U R S E C O M P A C T E D S U B G R A D E E D G I N G , T Y P . 5L201METAL RETAINING WALL SCALE = 3/4" = 1'0"30" MAX.6"12"5'-0"FINISH GRADE,SLOPE AWAY METAL PLATEAS NOTED FINISHGRADEHSS 4"x4"x14" @4' O.C. WELD TOMETAL PLATECONCRETE FOOTING, TYP.4'-0"1'-0"1'-0"1'-6"7" EZ FLOWDRAIN TOSTORMSEWERFRONT 6 ' - 1 1 4 " 2 1 2 " 6 ' - 0 " 1 ' - 8 1 2 " 2'-714" 2'-134" 1'-534" 2'-338" 878" N O T E S : 1 . B E N C H T O B E P L A I N W E L L , 7 2 " L O N G S U R F A C E M O U N T B E N C H A S M A N U F . B Y W W W . L A N D S C A P E F O R M S . C O M . C O L O R B R O N Z E . 2 . I N S T A L L P E R M A N U F A C T U R E R ' S W R I T T E N S P E C I F I C A T I O N S . 3 . C O O R D I N A T E A N C H O R S W I T H S N O W M E L T S Y S T E M FINI S H G R A D E , C O N C R E T E PAV E M E N T , S E E D E T A I L SEA T A N D B A C K PLAN S I D E 6L201BENCH S C A L E = 3 / 4 " = 1 ' - 0 " N O T E S : 1 . B E N C H T O B E P L A I N W E L L , S I D E O P E N I N G , 3 5 - G A L C A P A C I T Y , S U R F A C E M O U N T , L I T T L E R R E C E P T A C L E S A S M A N U F . B Y W W W . L A N D S C A P E F O R M S . C O M C O L O R T O M A T C H B E N C H . 2 . I N S T A L L P E R M A N U F A C T U R E R ' S W R I T T E N S P E C I F I C A T I O N S . 3 . C O O R D I N A T E A N C H O R S W I T H S N O W M E L T S Y S T E M 7 L 2 0 1 W A S T E R E C E P T A C L E S C A L E = 3 / 4 " = 1 ' - 0 " 2 ' - 1 " 3'-9" 2 ' - 5 1 4 " R 1 ' - 2 1 8 " R O T O M O L D E D P L A S T I C T O P , A T T A C H E D B Y C A B L E A L U M I N U M E X T R U S I O N S L A T S S U R F A C E M O U N T . C O R R O S I O N - R E S I S T A N T A N C H O R I N G H A R D W A R E S U P P L I E D B Y O T H E R S . Ø . 4 0 6 ( 1 0 ) H O L E S W I T H C O U N T E R B O R E P R O V I D E D F O R S O C K E T H E A D C A P S C R E W S . S I D E F R O N T P L A N IRRIGATION SLEEVE ANDLATERAL BELOW METALPLATE BETWEEN FOOTINGS 1'-6"612"#4 TIES @ 8"WITH 3 - #4 TIES@ 2" AT TOP.6- #6 VERTSBARS3"SECTIONELEVATION2"3"6- #6 VERTSBARS TIESHSS 4"x4"x14" 1 1 L 2 0 1 S T A I R A N D H A N D R A I L S C A L E = 3 / 4 " = 1 ' - 0 " 3'-0" 2 ' - 6 " 1 ' - 0 " 8" 8 " 2 % 1 2 " E X P A N S I O N J O I N T , T Y P . 6 " M A X . R I S E R , E Q U A L H E I G H T , V E R I F Y W / C I V I L 4 " G R A V E L S U R F A C E # 4 R E B A R A T 1 2 " O C E A W A Y R 1 2 " X" 6 " 1 ' - 0 " H A N D R A I L , S E E N O T E S N O S I N G , S E E N O T E S N O T E S : 1 . R A I L I N G T O B E 1 1 / 2 " D I A . G A L V A N I Z E D S T E E L P I P E . 2 . N O S I N G T O B E 3 / 1 6 " S L I P - R E S I S T A N T S T A I N L E S S S T E E L . 8 ' - 8 " 2'-0" BAND 6"8"6"6"R12"CONCRETE BAND 1"=1'-0"1L201 #4 DOWEL @ 18" O.C.THICKENED EDGE, WHEREAPPLICABLE, SEECONCRETE PAVEMENT(2) #4 REBAR, 3" MIN. CLRCONCRETE3/4" MINUS CRUSHEDGRAVEL ADJACENT LANDSCAPEWHERE APPLICALEGRADE 1 2 1 2 " 18" 214" 778"77 8"77 8" 2 3 1 2 " 23 12" 7 7 8 " 7 7 8 " 7 7 8 " NOTES:1.SEATING BLOCK TO BE M O D E L S O C R A T E S 2 4 " A S M A N U F A C T U R E D BY WWW.LANDSCAPEF O R M S . C O M . C O L O R : G R E Y . 2.INSTALL PER MANUFAC T U R E R ' S S P E C I F I C A T I O N S . 3.CONCRETE THICKNESS T O B E 8 " W H E N S U R R O U N D E D B Y CONCRETE 12" WHEN A D J A C E N T T O T U R F . 2L201SEATING B L O C K 1 " = 1 ' - 0 " D O W E L Ø 1 1 2 " I N S T A L L D O W E L S P E R M A N F 2 ' - 0 " SEE NOTES4" F I N I S H G R A D E , A D J A C E N T C O N C R E T E E L E V A T I O N P L A N SECTION S E A T I N G B L O C K E X P A N S I O N J O I N T N O T E S 1 . P L A T E M E T A L T O B E 1 2 " H I G H S T R E N G T H L O W - A L L O W S T E E L ( C O R T E N ) P E R A S T M A 2 4 2 . 2 . P R O V I D E M O C K - U P S U B M I T T A L F O R P L A T E S E A M S . 3 . M A I N T A I N U N I F O R M T O P O F W A L L E L E V A T I O N . < 6" 6"12" # 4 R E B A R @ 4 ' O . C . W E L D T O M E T A L P L A T E 1'-0" 1'-0" N O T E S 1 . S E E M E T A L R E T A I N I N G W A L L D E T A I L F O R M E T A L P L A T E , D R A I N , T O P O F W A L L E L E V A T I O N , I R R I G A T I O N , M O C K - U P S U B M I T T A L A N D O T H E R I N F O R M A T I O N . 2 . S E E L A N D S C A P E E D G I N G D E T A I L F O R A P P L I C A T I O N W / N O C H A N G E I N G R A D E F I N I S H G R A D E , S L O P E A W A Y M E T A L P L A T E A S N O T E D F I N I S H G R A D E D R A I N 3 L 2 0 1 M E T A L S H O R T - W A L L 1 " = 1 ' - 0 " 2'-93 4" 1 ' - 9 7 8 " 1 ' - 5 1 8 " 1 ' - 7 1 2 " S E C T I O N I S O M E T R I C N O T E S : 1 . B I K E R A C K T O B E M O D E L : U - 2 3 8 - S F - G A S M A N U F . B Y M A D R A X , W W W . M A D R A X . C O M . C O L O R M A T C H B E N C H . 2 . I N S T A L L B I K E R A C K S A C C O R D I N G T O M A N U F . ' S S P E C I F I C A T I O N S . F I N I S H G R A D E C O N C R E T E L A G B O L T 2 E A 9 1 6 " D I A . H O L E , T Y P . 4 L 2 0 1 B I C Y C L E P A R K I N G 1 " = 1 ' - 0 " C O N C R E T E 3 4 " M I N U S C R U S H E D G R A V E L I R R I G A T I O N S L E E V E A N D L A T E R A L , S E E I R R I G A T I O N I F A P P L I C A B L E SPLASH BLOCK 1"=1'-0"9L401 CRUSHED AGGREGATE BASEGEOTEXTILE FABRIC ASSPECIFIED IN 329300'PLANTS', OVERLAP ATLEAST 12"FLAGSTONE SPLASH BLOCK,SET FLUSH WITH FINISHEDGRADE,ADJACENT PLANTINGSNOTES:1.SPLASH BLOCK TO BE CUT STONE,SIZE 1.5' X 3' X 2.5", COLORNATURAL LIGHT TAN2.DO NOT USE UNIT STONE WITH CHIPS, CRACKS, VOIDS,DISCOLORATIONS, OR OTHER DEFECTS THAT MIGHT BE VISIBLE ORCAUSE STAINING IN FINISHED WORK.3.GRADED AGGREGATE FOR BASE: SOUND, CRUSHED STONE ORGRAVEL COMPLYING WITH ASTM D 448 FOR SIZE NO. 8.4.SAND FOR LEVELING COURSE: SOUND, SHARP, WASHED, NATURALSAND OR CRUSHED STONE COMPLYING WITH GRADATIONREQUIREMENTS IN ASTM C 33 FOR FINE AGGREGATE.3"COMPACTED SUBGRADE 1" TO 1 12" SAND FOR LEVELINGCOURSE10L201MOW E D G E S C A L E : 1 " = 1 ' - 0 " CONCRETE SLAB W / L I G H T BROOM FINISH. S L O P E M I N . 1/8 "/FT. AWAY FR O M W A L L . B U I L D I N G W A L L C O L D J O I N T T W O # 3 B A R C O N T . FINISH GRADENOTES:1.PROVIDE EXP A N S I O N J O I N T S A T 1 6 ' O . C . A N D C O N T R O L J O I N T S A T 4 ' O . C . 2.SET SURFACE O F M O V I N G E D G E F L U S H W I T H A D J A C E N T F I N I S H G R A D E S . 1 2 " 3 1/2" MIN. 06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L201.dwg L 2 0 1 L A N D S C A P E S I T E D E T A I L S 0 3 . 2 3 . 2 0 1 9 C I T Y C O M M E N T S O S T E R G A A R D L A S T N A M E 1 1 D R A W N B Y | R E V I S I O N S © | A L L R I G H T S R E S E R V E D ® w w w . c t a g r o u p . c o m 8 0 0 . 7 5 7 . 9 5 2 2 C H E C K E D B Y | WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPI C I T Y C O M M E N T S 0 4 . 1 9 . 2 0 1 9 2 0 1 9 STA T E O F M O N T A N A L A N D S C A P E A R C H I TECT D E B R A L I C E N S E D 2 6 4 A N N - L E S L I E R O S A