HomeMy WebLinkAbout040 Towneplace Suites - Landscape DetailsLANDSCAPE
DETAILS
LS500
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:TOWNEPLACE SUITES HOTEL - BOZEMAN WESTSITE PLAN DESIGNNORTHEAST CORNER OF N27TH AVE AND HONOR LANE | BOZEMAN, MT.BRAXTON DEVELOPMENT
1735 S. 19TH AVE. SUITE B
BOZEMAN, MT 59718
406.582.8100
JB, REJS01/25/23: SITE PLAN
06/09/23: SITE PLAN
R
1101 Bannock Street
Denver, CO 80204
P 303.892.1166
www.norris-design.com
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
L-XXX
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
NOTE:
1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
L-XXX
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
62X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
2X
ROOT BALL DIAMETER
120°
120°PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING
SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.
SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO
KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE
LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE.
ROOT BARRIER NOTES:
1.INTRODUCE A ROOT BARRIER FOR TREES PLACED WITHIN LANDSCAPE ISLANDS OR
NEAR STORM DRAINS.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE AROUND
EACH WIRE, EXPOSED WIRE SHALL BE
MAXIMUM 2" EACH SIDE
6'-0"UNTREATED WOOD POST, MINIMUM
1.5" DIAMETER, ALL SHALL BE DRIVEN
OUTSIDE ROOTBALL AND IN
UNDISTURBED SOIL
TREE WRAP TO BE INSTALLED ONLY
FROM OCTOBER 1 THROUGH APRIL 30,
DECIDUOUS ONLY, WRAP FROM BASE
OF TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE FINISHED
GRADE
2'-0" RADIUS MULCH RING, VENTERED
ON TRUNK, 3" DEPTH, DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES TOP OF
MULCH
1:1 SLOPE ON SIDES OF PLANTING
HOLE
ROPES AT TOP OF ROOTBALL SHALL BE
CUT, REMOVE TOP 1/3 OF BURLAP,
NON-BIODEGRADABLE MATERIAL SHALL
BE TOTALLY REMOVED
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12 GAUGE
CABLE,TWIST WIRE ONLY TO KEEP
FROM SLIPPING
4-6" HIGH WATER SAUCER IN NON-TURF
AREAS
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20%, BY VOLUME,
ORGANIC MATERIAL, WATER
THOROUGHLY WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND OUTSIDE
ROOTBALL IN UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR TAMP,
SETTLE SOIL WITH WATER TO FILL ALL
AIR POCKETS
PLACE ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
P
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E
V
A
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L
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N
G
W
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N
D
1 2
5
3
CMU SITE WALL
SCALE: 3/4" = 1'-0"
NOTES:
1.REFER TO THE GEOTECHNICAL REPORT FOR SPECIFIC CONDITIONS RELATED TO THIS DETAIL.
2.SEATWALL SHALL BE INSTALLED SO HORIZONTAL CURVES ARE SMOOTH AND FREE-FLOWING AS
SHOWN ON PLANS.
PRECAST CONCRETE CAP, SLOPE TO
DRAIN; INSTALL 1/2" CHAMFER ON
BOTH SIDES OF CAP, RE: MATERIALS
SCHEDULE
8X8X16 REINFORCED CMU,
STRUCTURAL FOR REINFORCEMENT
FULL SIZE BRICK VENEER, STEEL CITY
BLEND TO MATCH ARCHITECTURE
1" AIR GAP
#4 VERTICAL REBAR AT 24" O.C.,
CENTERED IN WALL; ALTERNATE
DOWEL HOOK DIRECTION IN FOOTING
GROUND COVER, SEE LANDSCAPE
PLAN FOR SURFACE TREATMENT
3" PVC PIPE, 4' O.C. FOR WATER
DRAINAGE
REINFORCED CONCRETE
FOUNDATION, RE: STRUCTURAL, 3'-0"
TO FROST DEPTH
12 GA/ WIRE ANCHOR @ 12" O.C.
1
2
3
4
5
6
7
8
9
ELEVATION
ROUGH-IN FOR LED MOUNTED
WALL LIGHT WITH PVC CONDUIT
FOR POWER; LIGHT TO BE FLUSH
WITH STONE VENEER; RE:
LANDSCAPE PLAN FOR LAYOUT
DIMENSIONS, RE: ELECTRICAL
FOR LIGHTING SPECIFICATIONS
AND CONNECTIONS
CONDUIT; RE: ELECTRICAL FOR
SPECIFICATIONS
TERMINATION BAR
CONCRETE FLATWORK; RE:
LANDSCAPING PLANS FOR
PAVING TYPE, RE: CIVIL FOR
DEPTH AND GRADING
EXPANSION JOINT, CONTRACTOR
TO INSTALL CLEAR HEAVY DUTY
ELASTOMERIC CAULK
FINISH GRADE
10
11
12
13
14
15
SITE WALL SECTION
1
3
15
CL
EQ
REFER TO DIMENSIONING PLAN FOR LENGTH
7
4'-0" O.C.
1'-6"
3'-0"
2
3
8
13
6
10
11
1
7
9
4
12
EQ EQ EQ
5
14
10
WALL LIGHT
2'-0" O.C.
STEEL EDGER DETAIL
SCALE: 1" = 1'-0"
NOTES:
1. THERE SHALL BE NO EXPOSED SHARP /
JAGGED EDGES.
2. CONTRACTOR SHALL INSTALL STAKES AS
REQUIRED BY THE MANUFACTURER.
FINISHED GRADE - TOP OF SOD
THATCH LAYER AND TOP OF
MULCH OR CRUSHER FINES
SHALL BE FLUSH WITH TOP OF
EDGER
TURF THATCH
AMENDED SOIL PER
SPECIFICATIONS
SUBGRADE
ROLLED TOP STEEL EDGER -
DRILL (16) 1/2" DIA. HOLES 1" O.C.
MIN. AT ALL LOW POINTS OR
POORLY DRAINING AREAS IN
ORDER TO ENSURE ADEQUATE
DRAINAGE
EDGER STAKE
1
2
3
4
5
6
4
3
2
1
5
ENSURE POSITIVE
DRAINAGE
6
SECTION
LONGITUDINAL
SECTION OF EDGER AT
LOW POINT
(16) 1/2" DIA. HOLES MIN. AT
ALL LOW POINTS
4