HomeMy WebLinkAboutP_Environmental_Review_Plans_260521_v1MO
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784080-0100
784080-0105
784080-0110
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x x x x x x x x
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784080-0115
784080-0120
PUBLIC ALLEY
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COMPACT COMPACT COMPACT COMPACTCOMPACT
PROJECT NO.
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20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
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C-1
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ENVIRONMENTAL
REVIEW
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05/07/2026
ARDS00005035
C-1
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
C-1 COVER SHEET
C-2 EXISTING CONDITIONS
C-3 TESC & DEMO PLAN
C-4 SITE PLAN
C-5 GRADING AND DRAINAGE
C-6 LANDSCAPE PLAN
SHEET INDEX
PROJECT INFORMATION
SITE INFORMATION
NTS
VICINITY MAP
LEGAL DESCRIPTION
PROJECT MANAGER
DAVID EVANS AND ASSOCIATES, INC.
20300 WOODINVILLE SNOHOMISH RD NE
SUITE A WOODINVILLE, WA 98072
DANIELLE HORI, PE
PH: (425)-415-2081
EMAIL:DANIELLE.HORI@DEAINC.COM
DAVID EVANS AND ASSOCIATES, INC.
1620 W. MARINE VIEW DR. SUITE 200
EVERETT, WA 98201
APRIL COLEMAN, PE
PH: (425)-405-1464
EMAIL: APDC@DEAINC.COM
SITE ADDRESS: 315 MORRIS AVE S & 325 MORRIS AVE S
PARCEL NOS: 7840400115, 7840800110, 7840800105
ZONING: CD: CENTER DOWNTOWN
PROJECT SITE AREA: 15,082 SQ. FT.
EXISTING BUILDING FOOTPRINT AREA: 2,226 SQ. FT.
PROPOSED BUILDING FOOTPRINT AREA: 0 SQ.FT.
EXISTING LOT COVERAGE: 14.32%
PROPOSED LOT COVERAGE: 0%
SURVEY
DAVID EVANS AND ASSOCIATES, INC.
20300 WOODINVILLE SNOHOMISH RD NE
SUITE A WOODINVILLE, WA 98072
JOHN CHRISTENSEN, PLS
PH: (425)-415-2065
EMAIL:JPCH@DEAINC.COM
PROJECT SITE
ST ANTHONY'S PARKING LOT
ENVIRONMENTAL REVIEW
ENGINEER
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
Know what's below.
before you dig.Call
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PROJECT NO.
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DESIGNED BY:
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S 3RD ST S 3RD STS 3RD ST
S 2ND ST S 2ND STS 2ND ST
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S 3RD PL
S 4TH PL
S 4TH ST
S 4TH ST
S 5TH ST
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HORIZONTAL DATUM
VERTICAL DATUM
PROJECT LIMITS
WASHINGTON COORDINATE SYSTEM, NORTH ZONE,
NAD83-2011
NAVD 88
ELEVATIONS DERIVED FROM GPS OBSERVATIONS
BASED ON THE WASHINGTON STATE REFERENCE
NETWORK (WSRN).
LOTS 21 THROUGH 23, BLOCK 1, SMITHERS FOURTH ADDITION TO RENTON AS PER
PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 19, RECORDS OF KING COUNTY,
WASHINGTON,
TOGETHER WITH THE EAST HALF OF VACATED ALLEY ADJACENT TO LOTS 21-22.
BASIS OF BEARINGS
NORTH 01°20'50" EAST ALONG THE CENTERLINE OF
MORRIS AVE S, BETWEEN MONUMENTS FOUND IN PLACE
AT S 3rd ST AND S 4th ST.
OWNER/APPLICANT
ST. ANTHONY'S CHURCH,
ARCHDIOCESE OF SEATTLE
416 SOUTH 4TH STREET
RENTON, WA 98057
CHRISTINE TAPEC
PH: (425)-255-3132
EMAIL:CTAPEC@ST-ANTHONY.CC
PRELIMINARY
05/12/2026
MO
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784080-0100
784080-0105
784080-0110
784080-0050
784080-0055
784080-0060
784080-0065
6 5 4 3 2 1
7
24
8
23
9
22
10 21
11
20
12
19
N0
1
°
2
0
'
5
0
"
E
5
6
0
.
1
2
'
N88°39'16"W 120.03'
N0
1
°
2
0
'
5
0
"
E
1
6
0
.
0
4
'
N88°38'58"W 128.05'
N01°21'07"E 80.01'
N0
1
°
2
1
'
0
7
"
E
8
0
.
0
1
'
8.00'
N88°39'07"W
GV
WM
10" FIR 6" MAPLE
6" TREEWMGV
WM
6" ALDER
12" TREE
GM
10" TREE
35.13
FFE
33.76
FFE
33.56
FFE
33.38
FFE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FOUND TACK IN LEAD
S 0.2' x E 3.1'
FOUND TACK IN LEAD
S 0.2' x E 3.1'
CCCW
EC
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C
ASPH
DW
EAVE
xxxxCONC WALL WITH 4' CLF
PRIVATE
PROPERTY
CW
CW
AS
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AS
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EC
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AS
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DRIP LINE
(TYP.)
RA
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EXISTING BUILDING
325 MORRIS AVE S
EXISTING BUILDING
315 MORRIS AVE S
OP
OP
OP
OP
OP
OP
CC
CCCW
CW
CW
OP OP OP OP OP OP OP
EXISTING
GARAGE
ASPH
GVL
EA
V
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PA
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WALL
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C
ASPHEC
C
EXISTING
BUILDING
CONC
EXISTING BUILDING
311 MORRIS AVE S
GATE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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6
0
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0
0
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P
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20
'
16'
16'
ALLEY
30'30'
30'30'
46.72
RIDGE
46.65
RIDGE
52.92
RIDGE
53.02
RIDGE
58.15
RIDGE
58.23
RIDGE
33.36
FFE
33.38
FFE
GM
34.89
FFE
ICV
6" TREE
COCO
33.63
FFE
TJR
WV
WV
ICVICV
ICV
WM
ICV
GM 34.86
FFE
x x x x x x x x
x
x
x
x x
784080-0115
784080-0120
GATE
GATE
ECC
CONC WALL
CW
HEDGERAMP
NO PARKING SIGNS
AS
P
H
GVL
O
P
POST ONLY
6'
W
D
F
EXISTING
GARAGE
EAVE
CONC
CLF
ECC
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NO PARKING
IN ALLEY
CW
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NO
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EXIT HERE
SLOW
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OP OP OP OP OP OP OP OP
EM
EM
EM
EM
SS SS SS SS SS S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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MAG NAIL
SD SD SD SD SD SD SD SD
AS
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33
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32
32
32
33
33
33
33
33
SSMH #10212
RIM EL=33.15
8"PVC(W)IE=28.11
SSMH #10211
RIM EL=33.38
8"PVC(W,E,S)
CNTR CHANNEL=26.93
CB #10382, TYPE I
RIM EL=33.05
8"CONC(NE,S)IE=28.96
CB #10350, TYPE I
RIM EL=32.76
6"CONC(E)IE=29.51
8"CONC(SW)IE=29.36
CB #10624, TYPE I
RIM EL=31.34
12"ADS(E,S)IE=26.9
12"ADS(W)IE=26.6
CB #10625, TYPE I
RIM EL=32.18
6"CONC(E)IE=28.50
8"CONC(N)IE=28.26
8"CONC(S)IE=28.16
BLOCK 1
SMITHERS F
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VOL. 11, PG.
1
9
RECORDS O
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CROSSWALK
784080-0045
784080-0040
EXISTING BUILDING
327 MORRIS AVE S
784080-0005784080-0010784080-0020
PUBLIC ALLEY
PU
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CO
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GRAVEL PATH
CONCRETE PAVING
ASPHALT PAVING
BOUNDARY LINE
PROPERTY LINE
PLATTED LOT LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING RIGHT-OF-WAY CENTER LINE
TRAFFIC STRIPING
BUILDING LINE
BUILDING OVERHANG
EDGE OF GRAVEL
FENCE LINE (TYPE AS NOTED)
HEDGE
FLOWLINE
WATER PIPE
SANITARY SEWER PIPE
STORM DRAIN PIPE
POWER OVERHEAD LINE
x x x
W W
SS SS
SD SD
OP OP
ASPH ASPHALT
CC CONCRETE CURB
CLF CHAIN LINK FENCE
CONC CONCRETE
CW CONCRETE SIDEWALK
DW DRIVEWAY
ECC EXTRUDED CONCRETE CURB
FFE FINISH FLOOR ELEVATION
GVL GRAVEL
PA PLANTED AREA
WDF WOOD FENCE
LEGEND
MONUMENT, FOUND AS NOTED
TACK IN LEAD, FOUND AS NOTED
SEWER MANHOLE
SEWER CLEANOUT
STORM CATCH BASIN
WV WATER VALVE
WM WATER METER
FIRE HYDRANT
ICV IRRIGATION CONTROL VALVE
EM POWER METER
POWER POLE
POWER POLE WITH LIGHT
LIGHT POLE
GUY ANCHOR
TJR TELEPHONE RISER
GV GAS VALVE
GM GAS METER
SIGN
POST OR BOLLARD
DECIDUOUS TREE
CONIFEROUS TREE
TAX LOT / PARCEL NUMBER
PROJECT NO.
DRAWN BY:
DESIGNED BY:
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20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
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WA
05/07/2026
ARDS00005035
C-2
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
Know what's below.
before you dig.Call
R
PROJECT LIMITS
PRELIMINARY
05/12/2026
13'
16'
EXISTING ROW
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05/07/2026
ARDS00005035
C-3
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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BY
FIRST SUBMITTAL DATE:
SHEET NO.
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20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
CAUTION
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE
AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION
OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
YOU MUST CALL 811 NOT LESS THAN 2 FULL BUSINESS DAYS
BEFORE BEGINNING EXCAVATION WHERE ANY
UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS.
REFERENCE NOTES:
1
2
3
4
5
6 ( FEET )
SCALE
1 INCH = 10 FT.
10 10 2050
Know what's below.
before you dig.Call
R
EXISTING BUILDING TO BE DEMOLISHED. EXISTING BUILDING WATER
AND SEWER SERVICES TO BE REMOVED AND CAPPED AT ROW LINE.
REMOVAL OF EXISTING GAS AND ELECTRIC METERS TO BE
COORDINATED WITH UTILITY PURVEYORS.
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING ASPHALT PAVEMENT AND CURB (~6,342 SF)
EXISTING CATCH BASIN TO REMAIN (INSTALL INTERIM CB PROTECTION)
13 LF EXISTING 12" ADS STORM TO BE REMOVED
EXISTING SIGNS TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING CONCRETE SIDEWALK TO BE REMOVED
EXISTING WALL TO BE REMOVED
EXISTING FENCE TO BE REMOVED
EXISTING HEDGE TO BE REMOVED
EXISTING SERVICES TO BE RELOCATED
1
1
2 3
4
5
6
7
7
EXISTING BUILDING
TO REMAIN
EXISTING WALL TO REMAIN
EXISTING WALL TO
BE REMOVED
9
8
8
8
PROJECT
BOUNDARY
(TYP)
EXISTING FENCE TO BE REMOVED
EXISTING BUILDING
TO REMAIN
EXISTING LIGHT FIXTURE TO REMAIN
EXISTING RIGHT OF
WAY (TYP)
EXISTING LIGHT
FIXTURE TO REMAIN
PROPOSED STORM DRAINAGE
STORM DRAIN PIPE
SWALE OR DITCH
STREET FLOW
CATCH BASIN, TYPE I
CATCH BASIN, TYPE II
PIPE FLOW
LEGEND
PROPOSED FEATURES
BOUNDARY
CURB LINE
PROPOSED ASPHALT PAVEMENT
PROPOSED LANDSCAPE AREA
PROPOSED SIDEWALK
420
422
GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL
10' PROPOSED CONTOURS
2' PROPOSED CONTOURS
FILTER FENCE
CONSTRUCTION FENCE
LIMITS OF CLEARINGCLEARING
TEMPORARY CB, TYPE I
TEMPORARY CB, TYPE II
PIPE FLOW
RIPRAP
INTERIM CB PROTECTION
(INSERT)
EXISTING WATER METER
EXISTING AERIAL POWER LINE
EXISTING CATCH BASIN
EXISTING POWER VAULT
EXISTING POWER POLE
P
OHP
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
EXISTING STORM DRAIN PIPE
10' EXISTING MAJOR CONTOUR
2' EXISTING MINOR CONTOUR
SD
302
300
EXISTING GUY ANCHOR
EXISTING FEATURES
EXISTING ASPHALT
EXISTING GRAVEL
RIGHT-OF-WAY
EXISTING TELEPHONE VAULT
EXISTING STREET LIGHT
EXISTING SIGN
T
EXISTING MONUMENT
EXISTING TELEPHONE LINETEL
EXISTING SEWER MAINSS
EXISTING GAS LINEG
X EXISTING FENCE
EXISTING CONCRETE
8
10
11
9
10
11
10
10
EXISTING HEDGES
TO REMAIN
EXISTING TJR
TO BE RELOCATED
EXISTING ICV
TO BE RELOCATED
12
12
12
1
1
PRELIMINARY
05/12/2026
784080-0105
784080-0110
xxxxxxxxx
x x x x x x x x x x x x x x x x x x
x
x x x x x
x
784080-0115
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
24.0'
20.0'
(TYP)
9.0'
(TYP)
24
.
0
'
6.0'
7.5'
10.0'
16.5'
9.0'
24
.
9
'
10.0'
24
.
0
'
32
32
32
34
DRIVE AISLE
DR
I
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E
A
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E
DR
I
V
E
A
I
S
L
E
DR
I
V
E
A
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S
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16'
EXISTING ROW
MO
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PU
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EN
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APDC
GAON
C-4
DMPI
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WA
05/07/2026
ARDS00005035
C-4
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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BY
FIRST SUBMITTAL DATE:
SHEET NO.
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:
CHECKED BY:
®
20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
LEGEND
PROPOSED FEATURES
BOUNDARY
RIGHT-OF-WAY
LOT LINE
GUTTER, FLOW, & CURB LINE
CENTER LINE
EASEMENT
SIGN
CURB RAMP
STREET LIGHT
YARD LIGHT
PROPOSED GRAVEL
PROPOSED ASPHALT PAVEMENT
PARKING
PROPOSED CONCRETE & DRIVEWAYS
WHEEL STOP
STRIPED PEDESTRIAN PATHWAY
CAUTION
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE
AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION
OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
YOU MUST CALL 811 NOT LESS THAN 2 FULL BUSINESS DAYS
BEFORE BEGINNING EXCAVATION WHERE ANY
UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS.
REFERENCE NOTES:
1 INSTALL CEMENT CONCRETE TRAFFIC CURB
INSTALL WHEEL STOP
INSTALL MONOLITHIC CONCRETE SIDEWALK
INSTALL 4" WHITE PARKING LOT STRIPING
INSTALL ADA STALL STRIPING
INSTALL 5' WIDE STRIPED PEDESTRIAN PATHWAY
16.5' X 8.5' COMPACT STALL
2
3
4
5
6
( FEET )
SCALE
1 INCH = 10 FT.
10 10 2050
Know what's below.
before you dig.Call
R
PARKING ANALYSIS
#90 DEG, STANDARD STALLS: 22
#90 DEG, COMPACT STALLS: 5
#90 DEG, STANDARD ADA STALLS: 2
TOTAL STALLS PROPOSED: 29
STALLS REQUIRED: ?
INTERIOR PARKING LOT
LANDSCAPING: 2,251 SQ. FT.
1
6
2
4
5
3
1
1
1
1
6
7
7 7 7 7 7
EXISTING LIGHT
FUTURES TO
REMAIN
EXISTING LIGHT
FUTURES TO
REMAIN
PROPOSED LIGHT
FIXTURE
16.5' X 14.5'
LANDSCAPE ISLAND
20' X 9'
LANDSCAPE ISLAND
7.5' X 59.5'
LANDSCAPE ISLAND
12.75' X 20'
LANDSCAPE ISLAND
120' X 10'
LANDSCAPE ISLAND
PROJECT
BOUNDARY
(TYP)
SAWCUT
(TYP)
ENVIRONMENTAL
REVIEW
EXISTING PAVEMENT
DISTURBANCE
LIMITS
(TYP)
PRELIMINARY
05/12/2026
N0
1
°
2
0
'
5
0
"
E
5
6
0
.
1
2
'
N0
1
°
2
0
'
5
0
"
E
1
6
0
.
0
4
'
N88°38'58"W 128.05'
N01°21'07"E 80.01'
N0
1
°
2
1
'
0
7
"
E
8
0
.
0
1
'
8.00'
N88°39'07"W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
xxxxxxxxx
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
x x x x x x x x x x x x x x x x x x
x
x x x x x
x
O
P
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
33
32
3
3
33
1.
6
%
-4
.
8
%
-1.
0
%
-1.3%
-1.
7
%
-1.9%
-0.9
%
-0.9%-1.7
%
-1.0%
-2
.
9
%
-0.9%
-1
.
6
%
1.
6
%
-2
.
5
%
-2
.
6
%
-1.5%
-1.3%
-1.0%
-1
.
0
%
CB #1, TYPE 1
N:177799.54
E:1299728.77
RIM: 32.34
IE: 28.52 (12" OUT-S)
EX. CB #3, EX CB
N:177756.55
E:1299730.57
RIM: 31.85
IE: 28.09 (12" IN-N)
IE: 28.09 (12" OUT-W)
MODULAR WETLAND 4'X4'
N:177756.50
E:1299720.08
RIM: 31.98
IE: 28.04 (12" IN-E)
IE: 27.54 (12" OUT-W)
EX. 140 LF 12" PVC
GRADE BREAK
33
3
3
33
3
2
32
32
33
33
33
33
33
33
33
33
33
32
1
2 3
4
MO
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REPLACE EX. 10 LF 12" PVC
43
L
F
1
2
"
P
V
C
TC: 32.87
FL: 32.37
TC: 32.87
FL: 32.37
TC: 33.07
FL: 32.57
TC: 33.20
FL: 32.70
TC: 33.11
FL: 32.61
TC: 33.09
FL: 32.59 TC: 32.28
FL: 31.78
TC: 32.95
FL: 32.45
TC: 33.60
FL: 33.10
TC: 32.94
FL: 32.44
TC: 33.09
FL: 32.59
TC: 33.34
FL: 32.84
TC: 33.36
FL: 32.86
TC: 33.66
FL: 33.16
TC: 33.32
FL: 32.82
TC: 33.51
FL: 33.01
TC: 33.72
FL: 33.22
FG 32.70
MATCH EX.
FG 33.00
MATCH EX.
FG 33.01
MATCH EX.
FG 33.01
MATCH
EX.
FG 33.01
MATCH EX.
FG 32.51
MATCH EX.
TC: 32.59
FL: 32.09
TC: 32.63
FL: 32.13
TC: 33.13
FL: 32.63
TC: 33.17
FL: 32.67
FG 33.12
FG 33.21
EN
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WA
05/07/2026
ARDS00005035
C-5
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
T
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:
RE
V
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W
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D
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Y
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DA
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NO
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BY
FIRST SUBMITTAL DATE:
SHEET NO.
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Fi
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:
CHECKED BY:
®
20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
REFERENCE NOTES:
1 INSTALL TYPE 1 CATCH BASIN
INSTALL 4'x4' MODULAR WETLAND
CONNECT TO EX CB. ADJUST IE OUT TO NEW
ELEVATION
CONNECT PROPOSED STORM TO EXISTING
12" STORM
2
3
PROPOSED STORM DRAINAGE
STORM DRAIN PIPE
STREET FLOW
CATCH BASIN, TYPE I
PIPE FLOW
LEGEND
BOUNDARY
Know what's below.
before you dig.Call
R
( FEET )
SCALE
1 INCH = 10 FT.
10 10 2050
4
SAWCUT
SAWCUT
ENVIRONMENTAL
REVIEW
DISTURBANCE
LIMITS
(TYP)
EXISTING WALL TO
BE REMOVED
PROJECT
BOUNDARY
(TYP)
CAUTION
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE
AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION
OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
YOU MUST CALL 811 NOT LESS THAN 2 FULL BUSINESS DAYS
BEFORE BEGINNING EXCAVATION WHERE ANY
UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS.
PRELIMINARY
05/12/2026
SDSDSDSDSDSDSD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
xxxxxxxxx
W
W
W
x x x x x x x x x x x x x x x x x x
x
x
x
x x x x x
x
O
P
O
P
O
P
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD
32
3
2
32
33
33
33
33
PU
B
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COMPACT COMPACT COMPACT COMPACTCOMPACT
10.1'
9.5'
12
0
.
0
'
19
.
1
'
19
.
0
'
8.0'
7.
8
'
7.
9
'
60.0'
13.3'
15
.
5
'
15
.
5
'
13.3'
8.0'
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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RE
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DA
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NO
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RE
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BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
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:
Fi
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:
CHECKED BY:
®
20300 Woodinville Snohomish
Road NE
Suite A
Woodinville, WA 98072
425-415-2000
EN
V
I
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A
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F
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E
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LA
N
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GAON
C-6
DMPI
ST
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L
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CI
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N
WA
05/07/2026
ARDS00005035
C-6
SE 1/4 OF SECTION 18, T 23 N, R 5 3, W.M.
Know what's below.
before you dig.Call
R
( FEET )
SCALE
1 INCH = 10 FT.
10 10 2050
LANDSCAPING LEGENDLANDSCAPING REQUIREMENTS
1.15 SF / PARKING SPACE REQUIRED FOR INTERIOR
PARKING LOT LANDSCAPING.
2.1 TREE PROVIDED FOR EVERY 6 PARKING SPACES WITHIN
LOT INTERIOR.
3.PERIMETER PARKING LOT LANDSCAPING SHALL BE 10-FT
WIDTH MEASURED FROM ROW.
4.1 TREE FOR EVERY 30 LINEAL STREET FRONTAGE ON
EXTERIOR.
5.TREES SHALL BE 2" DIAMETER AT BREAST HEIGHT.
6.1 SHRUB PER 20 SF OF LANDSCAPED AREA. UP TO 50%
MAY BE DECIDUOUS.
7.GROUND COVER TO PROVIDE MINIMUM 90% COVERAGE
WITHIN 3 YEARS.
LANDSCAPING PROVIDED
TOTAL PARKING STALLS PROPOSED = 29
LANDSCAPE AREA CALCULATIONS
29 STALLS * 15 SF INTERIOR LANDSCAPING PER STALL = 435 SF
REQUIRED
996 SF INTERIOR LANDSCAPING PROVIDED
2,243 SF TOTAL LANDSCAPING PROVIDED - 996 INTERIOR
LANDSCAPING = 1,247 SF PERIMETER LANDSCAPING PROVIDED
TREE CALCULATIONS
29 STALLS / 6 STALLS PER TREE = 5 TREES WITHIN LOT INTERIOR
120 LF STREET FRONTAGE / 30 LF PER TREE = 4 TREES
TOTAL TREES PROPOSED = 9 TREES
SHRUB CALCULATIONS
LANDSCAPE AREA PROPOSED = 2,243 SQ. FT.
2,243 SF / 20 SF PER SHRUB = 112 SHRUBS
FRONTAGE TREE (TYP, 4)
INTERIOR PARKING LOT TREE (TYP, 5)
LANDSCAPING NOTES
LANDSCAPE PLANTER BED (2,243 SQ. FT.)
1 EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED2
1
1
2
1
1
1
ENVIRONMENTAL
REVIEW
PROJECT
BOUNDARY
(TYP)
PRELIMINARY
05/12/2026