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LS-105LandscapeDetails
LANDSCAPE DETAILS LS-105 20400.00PROJ. NO. DATE:2021-0715 © DRUMBEAT SITE PLAN CD SET SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: INDUSTRY BOZEMAN 650 South 500 West Salt Lake City, UT 84101 www.drumbeat.us www.qfactorsolutions.com TECHNOLOGY WAYBOZEMAN, MT 59718106 E BABCOCK, SUITE L1 Bozeman, MT 59715 www.sandersonstewart.com 32" LENGTH NON-ABRASIVE RUBBER TIES (2)3" DIA LODGE POLE PINE STAKES 1-1/2' FROM TRUNK. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES 3" DEPTH MULCH FINISH GRADE BOTTOM OF ROOT BALL RESTS ON EXT OR RECOMPACTED SOIL EXT SOIL DECIDUOUS TREE N.T.S. TOP OF ROOT FLARE 2" ABOVE EXT GRADE. NO SOIL ON ROOT FLARE LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA TO DEPTH OF ROOT BALL. NOTES: 1.REMOVE NURSERY STAKES. 2.PRUNE DEAD OR DAMAGED LIMBS IMMEDIATELY AFTER PLANTING. 3.REMOVE WIRE TIES AND BURLAP FROM ROOT BALL. 4.PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN PLANTING PIT HAS BEEN BACKFILLED, POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL. 5.BACKFILL WITH AMENDED SOIL. 6.REMOVE STAKES FOLLOWING FIRST GROWING SEASON. 7.SCARIFY SUBGRADE 12", RAKE SUBGRADE AND REMOVE ALL DEBRIS GREATER THAN 1/2" IN DIA. INCLUDING ROCKS, CONCRETE, ORGANIC DEBRIS, AND OR CONSTRUCTION DEBRIS. 8.PROVIDE SUPPLEMENTAL WATER FOR THE FIRST YEAR FOLLOWING INSTALLATION. 1 3" DEPTH MULCH FINISH GRADE CONIFEROUS TREE N.T.S. 32" LENGTH NON-ABRASIVE RUBBER TIES AT 1/3 HEIGHT OF TREE (2)3" DIA LODGE POLE PINE STAKES 1-1/2' FROM TRUNK. BOTTOM OF ROOT BALL RESTS ON EXT OR RECOMPACTED SOIL EXT SOIL TOP OF ROOT FLARE 2" ABOVE EXT GRADE. NO SOIL ON ROOT FLARE LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA TO DEPTH OF ROOT BALL. NOTES: 1.REMOVE NURSERY STAKES. 2.PRUNE DEAD OR DAMAGED LIMBS IMMEDIATELY AFTER PLANTING. 3.REMOVE WIRE TIES AND BURLAP FROM TOP 1/2 OF ROOT BALL. 4.REMOVE ALL BASKETS. 5.PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN PLANTING PIT HAS BEEN BACKFILLED, POUR WATER AROUND ROOT BALL TO SETTLE THE SOIL. 6.BACKFILL WITH AMENDED SOIL. 7.REMOVE STAKES FOLLOWING FIRST GROWING SEASON. 8.PROVIDE SUPPLEMENTAL WATER FOR THE FIRST YEAR FOLLOWING INSTALLATION. 3 X DIA ROOT BALL MIN 2 SHRUB PLANTING N.T.S. NOTES: 1.SHRUBS WITH BROKEN OR CRUMBLING ROOT BALLS WILL BE REJECTED. CONTAINER REMOVAL WILL NOT BE AN EXCUSE FOR DAMAGED ROOT BALLS. 2.TOP OF MULCH TO BE 1" BELOW ADJ WALKWAY, CURB, EDGING, OR OTHER SURFACE. 3.PRUNE OUT ALL DAMAGED OR DEAD WOOD. 4.ALL PLANT MATERIAL TO BE INSPECTED UPON DELIVERY. REJECTED MATERIALS TO BE IMMEDIATELY RETURNED TO SOURCE. 6.SCARIFY SUBGRADE 12", RAKE SUBGRADE AND REMOVE ALL DEBRIS GREATER THAN 1/2" IN DIA. INCLUDING ROCKS, CONCRETE, ORGANIC DEBRIS, AND OR CONSTRUCTION DEBRIS. TOP OF ROOT BALL SHALL BE 1-2" ABOVE SURROUNDING GRADE 3" DEPTH MULCH, KEEP MULCH AWAY FROM TRUNK REMOVE CONTAINER, LIGHTLY SCARIFY ROOTS BACKFILL WITH 75% NATIVE SOIL, 25% COMPOST 3 NOTES: 1.REMOVE SPENT FLOWERS PRIOR TO PLANTING. 2.LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL. 3.STRIP TOP OF ROOTBALL 14" OF SURFACE GROWING MEDIA AND COVER WITH 14" PLANTING MIX PLUS SURFACE MULCH. 4.QUANTITY AND SPACING AS NOTED IN PLANT SCHEDULE. SET PLANT AT ORIGINAL DEPTH POTTED PLANT PLANTING SOIL MIX EXISTING SOIL 3" DEEP MULCH KEEP AWAY FROM CROWN OF PLANT PERENNIAL/GRASS/GROUNDCOVER PLANTING N.T.S.4 N.T.S. ISOMETRIC VIEW 4" ALUMINUM EDGING; TOP OF EDGING TO BE MAXIMUM OF 12" ABOVE SURFACE MATERIAL COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING 12" (305MM) ALUMINUM STAKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING STAKES EDGING N.T.S.5 1/2 (X) (X) PLANT SPACING PER PLAN (X) PLANT SPACING PER PLAN PERENNIAL/GRASS/GROUNDCOVER SPACING N.T.S.6 3'-6" MIN TO 3'-8" MAX TO FG5' O.C. NOTES: 1) RAILING SHALL BE PAINTED WITH NEMEC PAINT, COLOR TBD BY OWNERS REPRESENTATIVE 2) JOINTS SHALL BE WELDED WITH CONTINUOUS WELD, GRIND WELDS SMOOTH AND FLUSH TYP. 3) RAILING SHALL BE CORE DRILLED UNLESS OTHERWISE NOTED R2" 2" DIA. X 3/16" THK. STEEL PIPE TOP RAIL AND POSTS 3/4" DIA. X 3/16" THICK PIPE RAILS, TYP. PIPE RAILING SHALL BE SPACED 4" O.C. AS SHOWN, # OF RAILS SHALL BE DETERMINED BY RAIL HEIGHT 2 1/2" DIA. CORE DRILL CONCRETE AND FILL WITH NON-SHRINK GROUT FLUSH WITH CONCRETE, TYP. 6" MIN.2" TO 4" MAXGUARDRAIL N.T.S.7 1'-6" EXPANSION JOINT; 1/2" WIDE; FULL DEPTH CONCRETE PAVEMENT 1/2" DIA. X 18" SMOOTH DOWEL BREAK BOND ONE END @ 24" O.C. 95% COMPACTED SUBGRADE 9"5" UNLESSOTHERWISENOTEDSECTION EXPANSION JOINT N.T.S.6"AGGREGATE BASE 8 P:\21016_Q_Factor_INDUSTRY\CADD_C3D\PRODUCTION_DWG\21016_LS_DETAILS.dwg, LS-105, 7/20/2021 9:08:24 AM, amartoncik, 1:1