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HomeMy WebLinkAboutL500 LANDSCAPE DETAILS 08-05-2019PRUNE TREE TO REMOVEDEAD OR DAMAGED LIMBS ANDBRANCHESTREE STAKES AND TIESAS SHOWN. STAKES SHALLBE DRIVEN INTO EXISTING,UNDISTURBED SOIL ANDSHALL NOT PENETRATE THEROOT BALL. STAKES TO BEREMOVED AFTER TWO YEARSFINISHED ELEVATION OF TREECROWN TO BE MIN 3" ANDMAX 6" ABOVE FINISHED GRADECIRCULAR SWALE TO RING TREE,4' DIAMETER WITH 3" HIGHMOUNDED RING OF SOILBURLAP TO BE REMOVEDFROM TOP 13 OF ROOT BALL.REMOVE WIRE CAGE FOLLOWINGPLANTING13 NATIVE SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOILEXCAVATE HOLE2X DIAMETER OF ROOT BALLBall and Burlap Deciduous Tree Planting3/8"-1'L500 1 X X X Y TRIANG U L A R S P A C I N G TILL NATIVE SOIL TO 1 2 " D E P T H , A D D I N G ORGANIC SOIL AMEND M E N T S O A S T O ACHIEVE MIN. 15% OR G A N I C C O N T E N T I N SOIL B E D E D G I N G A N D M U L C H A S S P E C I F I E D X = PLANT SPACING. R E F E R T O P L A N T L E G E N D F O R S P A C I N G Y = SPACING BETWEE N R O W S . 8 6 % O F X = PLANT LOCATIONPerennial Planting1/2"-1'L500 2 T R I A N G U L A R S P A C I N G X X X Y T I L L N A T I V E S O I L T O 1 2 " D E P T H , A D D I N G O R G A N I C S O I L A M E N D M E N T S O A S T O A C H I E V E M I N . 1 5 % O R G A N I C C O N T E N T I N S O I L B E D E D G I N G A N D M U L C H A S S P E C I F I E D X = P L A N T S P A C I N G . R E F E R T O P L A N T L E G E N D F O R S P A C I N G Y = S P A C I N G B E T W E E N R O W S . 8 6 % O F X = P L A N T L O C A T I O N O r n a m e n t a l G r a s s P l a n t i n g 1 / 2 " - 1 ' L 5 0 0 3 F I N I S H G R A D E Planter Pot - Rectangle1/2"-1'L500 6 NOTEPLANTER -SEE LANDSCAPE SCHED U L E 6'1'-6"1'2' 2 ' THERMALLY MODIFIEDASH PLANK SIDING P A V E M E N T E D G E - S E E P L A N S A N D P A V I N G D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N . S E E A L S O E D G I N G D E T A I L S A S A P P L I C A B L E . U N C O M P A C T E D S U B G R A D E ; R E M O V E A L L S T O N E S O R O T H E R D E B R I S G R E A T E R T H A N 1 " D I A M . A N D T I L L E X I S T I N G S O I L M I N . 4 " B E F O R E A D D I N G T O P S O I L O R A M E N D M E N T S 1 " R E V E A L - S E E N O T E 2 N O T E S : 1 . S L O P E P L A N T E D A R E A S A W A Y F R O M P A V E D A R E A S . 2 . F I N I S H G R A D E S A T P A V E M E N T E D G E S M U S T B E A T A L E V E L S U C H T H A T T H E E S T A B L I S H E D T U R F S U R F A C E W I L L B E O N E ( 1 ) I N C H B E L O W T O P O F P A V E M E N T F O R A M I N I M U M D I S T A N C E O F S I X ( 6 ) F E E T F R O M T H E E D G E . 3 . C O N T R A C T O R S H A L L P R O V I D E A 3 " M I N I M U M D E P T H O F C O M P A C T E D T O P S O I L O N A L L L A W N A R E A S . T O P S O I L S H A L L B E D R U M R O L L E D O R T R A C K - P A C K E D A N D G R A D E D S M O O T H L Y A N D E V E N L Y . 4 . B A S E M A T E R I A L A N D C O M P A C T E D S U B G R A D E T O B E E X T E N D E D 2 X T H E D E P T H O F T H E B A S E M A T E R I A L ( 1 2 " ) B E Y O N D T H E E D G E O F T H E P A V E M E N T S Y S T E M . T A P E R B A S E M A T E R I A L T O W A R D T H E C O M P A C T E D S U B G R A D E A T A 4 5 ° A N G L E . S L O P E 3 " M I N . T O P S O I L . S E E N O T E 3 6 " D E P T H O F 3 4 " M I N U S W A S H E D A G G R E G A T E B A S E M A T E R I A L 9 0 % - 9 5 % C O M P A C T E D S U B G R A D E 4 5 ° 1 2 " S E E N O T E 4 4 L 5 0 0 3 / 4 " = 1 ' - 0 " P l a n t i n g B e d a t P a v e m e n t E d g e 316" x 4" NATURAL STEEL EDGINGMULCH MATERIAL PER PLANMIN 3" DEEP.FINAL ELEVATION MIN 1" BELOWTOP OF STEEL EDGING 1" FACE REVEAL#4 REBAR, 24" OC, MIN. 18" DEPTH SPOT WELD ON SITETO STEEL EDGINGWEED FABRIC PER PLAN4" STAPLES, 18" OCPREPARED SUBGRADE. REMOVEALL STONES OR OTHER DEBRISGREATER THAN 1" DIA. AND TILLEXISTING SOIL MIN. 4" BEFOREADDING TOPSOIL OR AMENDMENTS.3" MIN. TOPSOIL. SEE NOTENOTE:1.CONTRACTOR SHALL PROVIDE A 3" MINIMUM DEPTH OF TOPSOIL ONALL LAWN AREAS. TOPSOIL SHALL BE DRUM ROLLED ORTRACK-PACKED AND GRADED SMOOTHLY AND EVENLY.SOD PER PLANSteel Edging1"-1'L500 5 B e n c h 1 / 2 " - 1 ' L 5 0 0 7 5 ' - 7 " 1'-5" 1 ' - 5 " 1'-6" 5 ' - 7 " N O T E : 1 . L A N D S C A P E F O R M S - P A R A L L E L 4 2 B E N C H O R A P P R O V E D E Q U A L . 2 . I N S T A L L P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 2 ' - 4 " 2 ' - 8 1 2 " 2 ' - 6 " 2 ' - 4 " B I K E R A C K . I N S T A L L P E R M A N U F A C T U R E R ' 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 R A C K S A R E T O B E P L A C E D A M I N . 3 0 " O N C E N T E R . 2 4 " M I N . T O N E A R E S T O B J E C T 3 0 " M I N T O N E A R E S T O B J E C T B i k e R a c k 1 / 2 " - 1 ' L 5 0 0 8 N O T E S : 1 . N E E N A H F O U N D R Y C O . M O D E L # R - 8 7 0 8 / R A W S T E E L F I N I S H . 2 . 6 " C O N C R E T E B A N D T O B E F O R M E D A L O N G R A D I U S O F C U R B I N G I F N E C E S S A R Y T O M A I N T A I N D I M E N S I O N I N G P E R P L A N . T R E E G R A T E T R E E G R A T E F R A M E . I N S T A L L P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . 6 " W I D E C O N C R E T E B A N D . C A S T F R A M E I N T O C O N C R E T E B A N D . E L E C T R I C A L O U T L E T A T T A C H E D T O I N S I D E O F T R E E G U A R D A T 4 2 " H T , O U T L E T T O F A C E P E R P E N D I C U L A R T O T R E E T R U N K C O N C R E T E B A N D C O M P A C T E D B A C K F I L L G A L V . C O R R U G A T E D M E T A L S E P A R A T O R N A T I V E S O I L M U L C H T R E E G U A R D : N E E N A H F O U N D R Y C O . M O D E L N o . T Y P E C , 5 ' H T . 2 0 " D I A M E T E R T R E E G R A T E N E E N A H F O U N D A R Y C O . 8 0 0 - 5 5 8 - 5 0 7 5 M O D E L # R - 8 7 0 8 ( R A W F I N I S H ) T r e e G r a t e a n d G u a r d 3 / 8 " - 1 ' L 5 0 0 1 0 d e s i g n 5 l a . c o m 4 0 6 . 5 8 7 . 4 8 7 3 d a t e i s s u e drawn by:checked by:filename:z:\the merin\autocad\01_sheets\l500_merin_landscape details.dwg The Merin 116 N. Bozeman Avenue Bozeman, Montana 59715 HU TMS 0 5 / 1 4 / 1 9 S P R 1 0 8 / 0 5 / 1 9 R C S i t e P l a n S u b m i t t a l L a n d s c a p e D e t a i l s L 5 0 0 1PAVER DETAIL REMOVED, SEE CIVIL.