15-105689 (2)PLANT MATERIAL LEGEND
PROJECT DATA
Abrev.
Common Name
Botanical Name
size
trees:
BHM
BowHall Maple
Acer rubrum "RowHall"
1.5" cal./B&B
shrubs:
BOX
Boxwood
Buxus semperiverns
12" hgt./cont.
CPJB
Crimson Pygmy Japanese Barberry
Berberis thunbergii " Crimsonfygmy"
12" hgt./cont.
DVD
David Viburnum
Viburnum davidii
1211x12"/cont.
DSR-P
Dwarf Shrub Rose - Pink
Rose species
12" hgt./cont.
DSR-W
Shrub Rose Dwarf White
Rosa species
12" hgt./cont.
EUON
Euonymus- Burning Bush
Euonymus alata "Compacta
24" hgt./cont.
MP
Mugo Pine
Pinus mugo "Mughus "
24" hgt./cont., not sheered
NBJH
Northern Beauty Japanese Holly
Hex crenala "Northern Beauty"
1611 hgt./cont.
OLL
Otto Luyken Laurle
Prunus lauracerasus "Otto Luyken
1811-21" width/B&B
symbolslground covers:
BOG
Blue Oat Grass
Helictotrichon sempervirens
I gal./cont. at 1811 oc
DLY A
Day Lilly
Hemerocallis "Hall's Pink"
I gal./cont. at 2411 oc
DLY B
Day Lilly
Hemerocallis "Pardon Me"
I gal./cont. at 2411 oc
GJFG
Golden Japanese Forest Grass
Hakonechloa macra "All Gold"
1 gal./cont. at 1811 oc
GVSF
Golden Verigated Sweet Flag
Acorus gramineus "Ogon
1 gal./cont. at 1811 oc
RBS
Rubus
Rubus calcinoides
I gal./cont. at 3011 oc
SITE SPECIFIC NOTES
DRYWELL. Per Staking Plan, Sheet L 1.0
COBBLE ROCK. Dig out existing subgrade, using caution around
existing vaults. Place 4"-6" cobble rock over exposed subgrade.
Fill to top of curb of adjacent paving. Cobble rock from Palmer Coking
Coal; Black Diamond, WA.
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SITE ADDRESS: NW CHIROPRACTIC CENTER
34730 PACIFIC HIGHWAYS
FEDERAL WAY, WA
OWNER:
DR. LORRI NICHOLS, LLC
(253) 927-0660
PARCEL NO.:
2021049145
ZONING:
CE - COMMERCIAL ENTERPRISE
SETBACKS:
STREET SETBACK N/A
SIDE SETBACK N/A
REARSETBACK N/A
SITE AREA:
22�084 SQFT
PARKING:
PARKING CALCULATIONS -
CE ZONING.
1�LT&OSS SQFT = 3,559/221S =WSPACES
PROPOSED PARKING: 20 STANDARD PARKING STALLS -PROPOSED
2 COMPACT PARKING STALLS -PROPOSED
I HANDICAP STALL -PROPOSED
I LOAD/UNLOAD STALL-EXIG
TOTAL 24STALLS
GENERAL CONSTRUCTION NOTES
wor per ormed shall conform to the City of FederfW�a landscape and irrigation requirements, codes and
specifications. Flt->(Z C— i
2. Owner to secure all necessary permits for required work per Landscape and Irrigation Plan.
3. Clean subgrade by removing all undesirable vegetation including grasses and weeds including roots. Leave subgrade
in landscape areas minimum 81' below paving for shrub beds and 4" depth for lawn. Remove all debris from site.
4. Provide minimum 6" depth 60-40 mix from Corliss Materials (253) 891-6680 in all shrub beds. Scarify subgrade by
rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour
shrub beds including required berms.
5. Provide minimum 4" depth 60-40 mix from Corliss Materials (253) 891-6680 in all lawn beds. Scarify subgrade by
rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour
and level lawns. �0
6. Provide minimumY depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Seattle.
Fill all planting beds and lawn areas to within I" of top of all curbs and walks. Slope all planting beds and lawn areas to
drain.
7. Provide one (1) year warranty for all plant materials and workmanship.
8. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction.
Contractor is responsible for any resulting damages during construction. Call locate before you dig at 811.
9. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the
numeric totals, the graphic representation shall rule.
10. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted.
11. Insure proper drainpge of all planting holes prior to installing plant materials. If planting holes do not drain or if
heavy clay soils are evident contact landscape architect.
12. Coordinate drainage, irrigation and lighting with planting plan,.
1�,,d i uaut kc%— C, S. C &
4- 60p, ihc ? 1.�V& e%�4 A t �1/. si- C-�,A
EQ. /17_� PLANT CENTER
TREE STAKES:
TREES 2" CAL. OR GREATER=
ROW
3 STAKES PER TREE
TREES 13/4" CAL. OR SMALLER=
EQ.
2 STAKES PER TREE
@ VV
NEW TREE
SPACING AS NOTED ON
PLAN (TRIANGULAR)
TREE TIES 1/2" RUBBER HOSE W/# 12
GALV. WIRE (DOUBLE STRAND TWISTED)
TEMPORARY WATER BASII�
4" BERM, FOR FIRST YEAR
RUSBE
HOSE
3 - LODGE POLE PINE STAKES - TLONG
SET PLANTS @ ORIGINAL
AFTER INSTALLATION
EQUALLY SPACEII AROUND TREE
DEPTH @ FINISH GRADE,
2" MULCH LAYER
2- MINIMUM BELOW GRADE STAKE DEPTH
—TREE WRAP SECURE W/ CLOTH TAPE
PRIOR TO SPREAD MULCH.
AFTER SETTLEMEN
TAPE UP TO BRANCH STRUCTURE
FIN H GRAD.,
:z:t—SET TREE AT ORIGINAL DEPTH
2"MULCH (TYPE PER
z 71
2" ABOVE FINISHED GRADE
SPECS.)
4" PERF PIP 1.
4" PERF PIPE SET 4" ABOVE FINISHED
..
IMPORT&
ROOT�A.L 0-
GRADE TO BASE OF ROOT BALL
TOPSOIL
0 PER NOTES
STRIP BURLAP AND TIES BACK
FINISH GRADE
1/3 FROM BALL CROWN
BACKFILL SOIL MIX
\SUBGRAD�
IMPORT TOPSOIL PER NOTES
(MIX PER SPECS.)
EXCAVATE AREA 2 TIMES DIAMETER
EXISTING SUBGRADE
OF ROOTBALL. MINIMUM 12" TOPS01L AROUND ROOTBALL
TREE PLANTING DETAIL WITH PERF PIPE
DETAIL: GROUND COVER PLANTING
NO SCALE
NOSCALF,
NEW SHRUB
2" MULCH
-ILL
B&B FLAN'F: REMOVE BURLAP
N=kNumber: 10t�&if 5 — Ur".
I ". . I I TIES FROM TOP OF ROOT BALL
APPInvedBY:
W0J I%tc, P__�p 4 SOIL MIX
4 CONTAINER PLANT: SCARIFY
C, 0ma 'Se 4" SIDES OF ROOTBALL
Wnts:
00
9P WVF40- �-10 e C/
"IN
COMPACTED SOIL MIX
SUBGRADE
C/
00,
/h,-?C8 /Cvf6 12"
MIN.
DETAIL: SHRUB PLANTING
NO SCALE
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. . . . . . . ...
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FOR SUBMITTAL ONLY
V1 NOT FOR CONSTRUCTION USE
T//" eWk, 2
Lauchlin R Bethune
Associates, Inc.
ASLA
LANDSCAPE ARCHITECTURE
& PLANNING, ASLA
P.O. Box 1442
Maple Valley,Washington 98038
phone: (425) 432-9877
fax: (425) 432-9878
e-mail:
lauch(p
,,bethuneassociates.com
www.bethuneassociates.com
�6, Ll�
STATE OF
WASMNGTON
REGISTERED
LAWISSAW ARCMTECT
LAUCHLIN R BETHUNE
CERMCATE NO. 462
REVISIONS
4A Fi�V, plrjz fw.440vt__
10tre IR�,eev,
NW WELLNESS
.CENTER
34730 PACIFIC HIGHWAY S.
FEDERAL WAY, WASHINGTON
JOB NO. #215154
SCALE: I "=20'-O"
DATEI A01/1 (0
DRAWN: LJL
CHK: LRB
COPYRIGHT 2015
SHEET
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1/21 RADILIS TYR 0
EACH SILT:
1
61
4-
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JOINT 0 W-O'O.C.
4
I'RADILIS
110 DRAINArSE HOLE a
1010.6. AND o (�. Of
4
EACA RADW !4
1. ADHERE OM To 61,11'42A4E KTH AN APPROVED ADHESIVE IN ACCMAZE V4TH AD.A.
AoXES6151LITY 6UIMINES 4 2005 1B.C.
L
ro 1174
2. CONCRETE SHALL M IN A"MAWE MT14 VATH ADA AfXEW51LITY WILVEI-INES 4 2003 I.B.C.
S. CMS PL44M ON A RADW SHALL DE JOINTED AT SESINNINS AND EW OF CVRVE.
11-61 TO ED&B
fir r4rA=WA1 Lf
CAST CIONCIRETE
LSTOP 61-01 LOWS
24', TYPICAL EACH—
J�;Tor 12' _1� 12' -It 12'
'Et LSE 2-WATS MITE HI~Y PAINT TO PAINT ARROIN NOTE, LISE 2-<,OATS H41TE HI~Y FAINT.TO PAINT AFJWH
lip,
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SITE SPECIFIC NOTES
4* WNCRETE SIDMAIALK
VV LIOW-13ROOM FINISH 4
HAND TROPIEL FEATI)RE STRIPS
0
NOTE:Acquire ight-of-Way use permit from City of Federal Way for all work in Right of Way (ROW).
4'CRUSHED RjXK BASE
TOOLED OR CONTRACTION JOINT
CONCRETE HANDICAP RAMP WITH THICKENED EDGE. Proposed handicap concrete sidewalk with thickened edge.
11111
See RanT-Enlarged Plan detail for grades. Place handrails on both sides of walk. Coordinate handrail posts per details.
1/2'RADIL6
SLOPE 1% M IN,
Back fill at base of ramp to building with I -inch diameter washed drain rock, 6-inch depth minimum.
PAIAWz,
EAST SIDE BUILDING DOWNSPOUTS. Tie existing downspout to proposed tight line under existing washed drain rock,
2% MAK
connecting all downspouts. Slope drain line to drain, provide sleeve under proposed sidewalk. Daylight drain line through
curb to parking lot. Refresh washed drain rock as needed.
0 0 0
0 0 0 0 0
WEST SIDE BUILDING DOWNSPOUTS. Remove existing extruded curb and asphalt. Connect existing downspouts to proposed
0 0 0 0 0 0
, 1,
tight line and slope to drywell. Drywell to be 4-foot diameter by 4-foot deep with 41' perf pipe coiled in 1 -inch diameter washed
drain rock. Place Mirafi filter fabric over dry well and cover with 6-inch depth topsoil and 2-inch depth mulch per Planting Plan,
rn
Sheet L 2.0. Install PT 4x4 header, 8-foot length to enclose existing drain rock. Secure PT 4x4 with #4 rebar sticks-18" length,
placed at 41-011 on center in pre -drilled holes. Refresh existing drain rock as needed.
#4 CONT. f
LIGHT POLE. Remove existing light pole and disconnect power from power source.
+(A)F-Fz
PARKING LOT STRIPING. Upon completion ofconstruction, seal -coat all asphalt. Provide striping ofall traffic arrows, disabled
parking symbol and parking lot stalls per detail.
EXISTING PLANTER TO BE REMOVED FOR NEW ASPHALT. Remove existing extruded curb and planter debris from site.
Prepare and patch area for proposed asphalt per detail. Add proposed extruded curb as shown and per detail.
EXISTING ASPHALT TO BE REMOVED. Sawcut existing asphalt per plan and remove from site. Remove existing subgrade
to additional 1211 depth, remove from site. Proposed extruded curb to be placed on existing asphalt. Backfill with exposed subgrade
with topsoil per Planting Plan, Sheet L 2.0.
NEW EXTRUDED CURB. Install per detail.
NEW BLOCK WALL WITH CONCRETE GUTTER, ONE -FOOT WIDE. Remove existing railroad ties, dispose of debris
offsite. Provide new 18" height Pisa 11 Roman block wall from Mutual Materials. Block wall to be set securely off 5/8" minus
compacted, crushed rock, min. 4" depth. One -foot wide concrete gutter at base ofwall, slope to drain to existing eatch basins.
Prepare and patch area for proposed asphalt per detail.
R
+
TRASH ENCLOSURE FENCE. New 6-foot height cedar fence with matching (2) 4-foot wide gates. Install per detail.
WHEEL STOPS. Place wheel stops 3-feet away from parking stall edge. Install per detail.
MAILBOX. Reset existing mailbox to new location. Provide concrete footing as needed.
INTERNATIONAL SYMBOL Of: ACCE�-SSSBILITY
NOTE�
VAULTS. Use caution around all vaults.
1. ME H41TE PAINT FOR SYMOOL
ON ELM PAINTED BACK6RCIAD
SIGN All signage under Separate Use permit.
(Tyr)
LEGEND
CONCRTE 51DEMLK
SAWCUT LINE
PER SITE PLAN
WHEEL STOP
11-OIMIK TREADS TYP.
R-
7
PROPOSED CONCRETE
4,
(TYP
(P Ik Tl'/
TYR
51011KALK
PROPOSED ASPHALT
U
4-
_5RA1
TO
EXTRUDED CURB
L_j
ZE!, Al"y A nPIE, IV MLIVIAIIN #4 0 12' O.C. EACH KAY
PRESERVE AND PROTECT
#4 @ NOSINO ?V 12' HOOK,
2'CLR. EA. END (TYP)
41'A EXPANSION JOINT
COW,RETE SIDEKALK
LA-Kif
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4. 4 - 4
I
Lj
PRE -FINISHED STAINLESS
STEEL HANDICAP SIGN
PER RCW 70.92.120 W/
GALVANIZED BOLTS, NUTS,
& WASHERS.
2 1/2" DIAMETER
IrUPRIGHT STEEL PIPE
IN CONCRETE. SEAL
EXPOSED END OF
PIPE, PAINT PER SPEC.
ASPHALT, CONCRETE,
ORLANDSCAPE
NOTE: MINIMUM SETBACK Fpoy
A`,1E OF CURB = 3 -0
8" ROUND CONCRETE
FOOTING
CzqTI?4jOLG 1 12-1
GALVAMM
STEEL PIPE
HANDRAIL
VERIOAL
SUFFORT 0
CIONCIRM SIDEKALK
VO' 0.0. MAY,
CONCRETE
STAIRS OR
RAMP PER
PLAN
1/2, MIN.
RETAININ& KALL
OR ED(5E Or
51051ALK PER
PLANS
EMED PIPE IN
lob
6ROIJT CAN PV
NOTE: FOR RAMP KMORAIL: PROIADE NON -SHRINK
VERTICAL &ALVANIZED STEEL GROLIT
SWPORTS 0 +/-5'-0' O.C. TO MATCH
HANDRAIL- MrAIL IO/A2.15,51K
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FOR SUBMITTAL ONLY
NOT FOR CONSTRUCTION USE
Lauchfin R Bethune
Assockitles, Inc.
ASLA
LANDSCAPE ARCHITECTURE
& PLANNING, ASLA
P.O. Box 1442
Maple Valley,Washington 98038
phone: (425) 432-9877
fax: (425) 432-9878
e-mail:
lauch(&
,bethuneassociates.com
www.bethuneassociates.com
STATE OF
WASFUNGTON
REGISTERED
HUN R BETHUNE
CERTIFICATE NO. 462
REVISIONS
W4.
NW WELLNESS
CENTER
h
C C /I
34730 PACIFIC HIGHWAY S.
FEDERAL WAY, WASHINGTON
6, t S�Ae,_ae
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uvq IeA4
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6
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FPV- PA.7,j CovoT gejfC..F,_ .4
,4,Hs-r-..j L_ z., o
JOB NO. #21�5154
SCALE: 1 "=20'4' a N 7 WET
DATE: 11/(owy C -EDERAL WAy
DRANN'N: LJL -Dc-_
CHK: LRB
COPYRIGHT 2015
6-7