HomeMy WebLinkAboutP-Plan_Set_250507_v1S o o s
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SE 208TH STST
SE
SE 192ND ST
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SW 41ST STTALBOT RD S
43RD ST
180TH ST)
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662340-0233 & 662340-0232
19505 & 19411 108TH AVE SE, RENTON WA 98055
2.56 AC
SINGLE FAMILY
20
R-14
7 DWELLING UNITS PER ACRE
14 DWELLING UNITS PER ACRE
3,000 SF
30'
FRONT SETBACK:
SIDE SETBACK:
MAXIMUM IMPERVIOUS COVERAGE:
WATER & SEWER PROVIDER:
SCHOOL DISTRICT:
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ
ΡΗΣ∆ Χ≅Σ≅
TAX PARCEL:
SITE ADDRESS:
SITE GROSS AREA:
PROPOSED USE:
NUMBER OF LOTS:
EXISTING ZONING:
MINIMUM NET DENSITY:
MAXIMUM NET DENSITY:
MINIMUM LOT SIZE:
MINIMUM LOT WIDTH:
15'
4'
80%%%
SOOS CREEK WATER & SEWER DISTRICT
RENTON #415
ςΗΜΧΡΝΘ ΒΝΤΘΣ
ΡΓ∆∆Σ ΝΕ
∆ΡΛ ΙΝΑ ΜΝ− 1217,//0,/11
οθδοθδχ αξ
οθδοθδχ ενθ
ενθ
∆ΚΗΨ≅Α∆ΣΓ Σ≅Σ
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅Σ ΟΚ≅ΜΡ
70
223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ΡΓΗΜΦΣΝΜ 87//2
Ογνµδ9 ∋142( 727,5002
EXISTING CONDITIONS
COVER SHEET
DESCRIPTIONDRAWING NO.
3
2
SHEET NO.
1
PP-02
PP-01
PRELIMINARY SITE PLANPP-03
Φ∆ΝΣ∆ΒΓΜΗΒ≅Κ ∆ΜΦΗΜ∆∆Θ
ΣΘ≅ΜΡΟΝΘΣ≅ΣΗΝΜ ∆ΜΦΗΜ∆∆Θ
ΒΗΥΗΚ ∆ΜΦΗΜ∆∆Θ.ΡΤΘΥ∆ΞΝΘ
ΑΗΝΚΝΦΗΡΣ
ΡΗΣ∆
NOT TO SCALE
Ργδδσ Ηµχδω
µ
Υηβηµησξ Λο
4 PRELIMINARY GRADING & UTILITY PLANPP-04
10.7 DWELLING UNITS PER ACREPROPOSED NET DENSITY:
REAR SETBACK FRONTING ROAD:4'
MAXIMUM BUILDING COVERAGE:65%%%
Ο−Ν−ΑΝΩ 718
Λ∆ΘΒ∆Θ ΗΡΚ≅ΜΧ+ ς≅ 87/3/
76,489 SFSITE NET AREA:
3,329 SFAVERAGE LOT SIZE:
{TERRA ASSOCIATES, INC.
12220 113TH AVE NE, SUITE 130
KIRKLAND, WA 98034
(425) 821-7777}
{WETLAND RECOURSES, INC.
9505 19TH AVE SE, SUITE 106
EVERETT, WA 98208
(425) 377-3174
CONTACT: SCOTT BRAINARD, PWS}
5 PRELIMINARY ROAD & VAULT CROSS SECTIONSPP-05
6 PRELIMINARY ROAD PROFILESPP-06
{PARCEL A:
THE NORTH HALF OF LOT 23, PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN
VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE NORTH ONE FIFTH THEREOF;
ALSO EXCEPT THE EAST 30 FEET THEREOF AS CONVEYED TO COUNTY OF KING FOR ROAD PURPOSES BY
DEED RECORDED UNDER RECORDING NO. 1189467;
ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 7306280378;
TOGETHER WITH THE WEST 148 FEET OF THE NORTH ONE FIFTH OF THE NORTH HALF OF LOT 23 OF SAID
PLAT; EXCEPT THE NORTH 56.25 FEET THEREOF.
PARCEL B:
THE NORTH 150 FEET OF THE SOUTH HALF OF TRACT 23, PANTHER LAKE GARDEN TRACTS, ACCORDING TO
PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.}
PRELIMINARY LANDSCAPE PLAN & TREE REPLACEMENT PLANPP-07
8 PRELIMINARY LANDSCAPE DETAILS & NOTESPP-08
SIDE SETBACK FRONTING ROAD:15'
REAR SETBACK:10'
{ESM CONSULTING ENGINEERS, L.L.C.
33400 8TH AVENUE S, SUITE 205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: LAURA BARTENHAGEN, PE}
MINIMUM COMMON OPEN SPCE
PROPSED COMMON OPEN SPACE
350 SF PER UNIT (7,000 SF)
7,152 SF
ΝςΜ∆Θ ≅ΘΑΝΘΗΡΣ
{LAYTON TREE CONSULTING, LLC
P.O. BOX 572
SNOHOMISH, WA 98291
(425) 220-5711
CONTACT: BOB LAYTON}
{ELIZABETH TAT
PO BOX 829
MERCER ISLAND, WA 98040}
KIMLEY HORN
2828 COLBY AVENUE, SUITE 200
EVERETT, WA 98201
(425) 708-8275
CONTACT: MATTHEW PALMER, PE
AC
BC
PB
S
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S
AC
BC
PB
S
S
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S
S
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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υ
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≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 4+ ΣςΟ+ 11 Θ∆Φ+ 4 ∆+ ςΛ
ςΗ
Μ
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F
R
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2328-001-022
PP-02
LGB
CJR
03/28/2025
ΟΟ,/1
1 7
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 15
2/&
6030
µ
A
44925
T
S
SGIRE DRETE
GNTE
FO IHSAW
T
ON
Κ∆Φ∆ΜΧ
{6623400236
19404 107TH AVE
SE}
Ρ∆ 083ΣΓ ΡΣ
{6623400230
19401 108TH AVE
SE}
{6623400235
19448 107TH AVE
SE}
{6623400231
19525 108TH AVE
SE}
FENCE GATE END
BUILDING OUTLINE
ASPHALT HATCH
CURB
ROCKERY/RETAINING WALL
BUILDING OVERHANG
GRADE BREAK
BOARD FENCE
CHAIN LINK FENCE
WIRE FENCE
GAS UNDERGROUND
EDGE RIP RAP
EDGE CONCRETE
EDGE GRAVEL
POWER UNDERGROUND
POWER OVERHEAD
SANITARY SEWER
STORM DRAINAGE
WATER
LIGHT LUMIN WITH ARM
LIGHT YARD LIGHT
GUARD POST/BOLLARD
MAIL BOX
SIGN
GAS METER
GAS VALVE
PB POWER JUNCTION BOX
POWER METER
POWER POLE
POWER POLE WITH TRANSFORMER
STORM CATCH BASIN
STORM CULVERT
S SS MANHOLE
AC FOUND ALUM CAP
BC FOUND BRASS CAP
FOUND NAIL
WATER FIRE HYD
WATER METER
CEDAR
CONIFER
DECIDOUS
FIR
DOGWOOD
FRUIT
HEMLOCK
MAPLE
PINE
SPRUCE
Α∆ΜΒΓΛ≅Θϑ
5
13.15.61'
56
3231
5
32
Χ≅ΣΤΛ
0/
6
Σ
Γ
≅
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∆
Ρ
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7
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(P
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A
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D
)
0
25
678
08
4
1/
1
3
0/00 01 02 03 04 05 06 07
ΚΝΣ ≅Θ∆≅ Σ≅ΑΚ∆
ΚΝΣ ≅Θ∆≅ Σ≅ΑΚ∆
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 4+ ΣςΟ+ 11 Θ∆Φ+ 4 ∆+ ςΛ
ςΗ
Μ
Χ
Ρ
Ν
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PR
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2328-001-022
PP-03
LGB
CJR
03/28/2025
ΟΟ,/2
2 7
µ0/7ΣΓ ≅Υ∆ Ρ
Ρ∆
0
8
3
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G S
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ΡΣΝΘΛ.ΝΟ∆Μ ΡΟ≅Β∆ΣΘ
≅
Β
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Α
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≅
Χ
≅
ΘΝ≅Χ Α
\A1;6' PARKING
\A1;8' LS
\A1;5' SW
\A1;8' LS
\A1;5' SW
\A1;10'\A1;10'
\A1;20'
\A
1
;
5
3
'
4' SIDE
BSBL (TYP)
\A1;4' BSBL
\A1;PROPOSED 3' ROW DEDICATION
A
PP-05
A
PP-05
B
PP-05
B
PP-05
A
PP-05
A
PP-05
{6623400236
19404 107TH AVE
SE}
{6623400230
19401 108TH AVE
SE}
{6623400235
19448 107TH AVE
SE}
{6623400231
19525 108TH AVE SE}
\A1;PROPOSED 10' LANDSCAPE BUFFER
10' REAR
BSBL (TYP)
15' FRONT
BSBL (TYP)4' SIDE YARD
BSBL (TYP)
15' REAR
BSBL (TYP)
\A
1
;
5
3
'
\A
1
;
3
0
'
\A1;20'
ΣΘ≅ΒΣ ≅
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
\A1;PROPOSED 10' SEWER EASEMENT
\A1;10'
\A
1
;
E
X
4
0
'
R
O
W
EX SIDEWALKEX SIDEWALK
\A1;6' PARKING
\A1;8' LS
\A1;5' SW
\A1;8' LS
\A1;5' SW
\A
1
;
1
0
'
\A
1
;
1
0
'
\A1;53'
15' FRONT
BSBL (TYP)
15' FRONT
BSBL (TYP)
\A1;4' BSBL
\A1;4' SIDE BSBL (TYP)
\A1;4' SIDE BSBL (TYP)
\A1;10'
\A1;PROPOSED 10' STORM EASEMENT
\A1;4' BSLB
\A1;10' BSBL
\A1;4' BSBL
\A1;15' BSBL \A1;15' BSBL
\A1;4' BSBL
\A1;10' BSBL
\A1;15' BSBL
\A1;10' BSBL
\A1;4' BSBL
\A1;15' FRONT BSBL (TYP)
\A1;10' BSBL
\A
1
;
2
6
'
\A1;26'
(R
E
S
I
D
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N
T
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)
(E
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C
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V
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H
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C
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A
C
C
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S
S
)
(RESIDENTIAL ACCESS)
\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
\A1;8.4'
\A1;10'
\A1;2.5'
EX BUILDING
EX BUILDING
EX BUILDING
EX HOUSE
EX HOUSE
(PRIVATE ROAD)
\A1;5' MIN (TYP)\A1;16' (TYP)
\A
1
;
1
0
'
\A1;30'
\A
1
;
1
0
'
\A1;10'
\A
1
;
1
0
'
\A1;10'
\A
1
;
1
5
'
\A
1
;
1
0
'
\A1;10'
\A
1
;
1
0
'
\A
1
;
1
0
'\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
PB
S S
SS
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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/
/
2
22
3
/
/
7
σ
γ
≅
υ
δ
Ρ
+
Ρ
τ
η
σ
δ
1
/
4
≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 4+ ΣςΟ+ 11 Θ∆Φ+ 4 ∆+ ςΛ
ςΗ
Μ
Χ
Ρ
Ν
Θ
Β
Ν
Τ
Θ
Σ
PR
E
L
I
M
I
N
A
R
Y
G
R
A
D
I
N
G
&
U
T
I
L
I
T
Y
P
L
A
N
WA
S
H
I
N
G
T
O
N
CI
T
Y
O
F
R
E
N
T
O
N
2328-001-022
PP-04
LGB
CJR
03/28/2025
ΟΟ,/3
3 7
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 15
1/&
4020
0/7ΣΓ ≅Υ∆ Ρ
Ρ∆
0
8
3
Σ
Γ
Ρ
Σ
0/6ΣΓ ≅Υ∆ Ρ
ER
T
ST A T
NO
40111
G S
ERTE
D
E FO HWSA
GN
ΘΝ
≅
Χ
≅
ΘΝ≅Χ Α
\A1;3' ROW DEDICATION
{6623400236
19404 107TH AVE
SE}
{6623400230
19401 108TH AVE
SE}
{6623400235
19448 107TH AVE
SE}
{6623400231
19525 108TH AVE
SE}
08
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
EXISTING CONTOURS
PROPOSED CONTOURS
Κ∆Φ∆ΜΧ
EXISTING STORM DRAINAGE
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPOSED STORM DRAINAGE
PROPOSED SANITARY SEWER
PROPOSED WATER SERVICE
EXISTING GAS MAIN
200
200
200
200
µ
PROPOSED ROOF DRAIN
PROPOSED TYPE 1 CB
PROPOSED TYPE 2 MANHOLE
PROPOSED STORM CLEANOUT
PROPOSED SEWER MANHOLE
PROPOSED SEWER CLEANOUT
\A
1
;
E
X
4
0
'
R
O
W
EX SIDEWALK EX SIDEWALK
\A1;PROPOSED 10' SEWER EASEMENT 0
1
2
1/
3
4
5
678
07060504030201000/
\A1;PROPOSED 10' STORM EASEMENT
PROPOSED FIRE HYDRANT
ΣΘ≅ΒΣ Α
≅ΟΟΘΝΩΗΛ≅Σ∆
∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ
STRIPPING
(ASSUMED 6")
CUT
FILL
NE
T
FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES.
2,800 CY
7,602 CY
3,612 CY
3,990 CY CUT
EX BUILDING
EX BUILDING
EX BUILDING
EX HOUSE
EX HOUSE
(PRIVATE ROAD)
Α
Α
≅≅
ΣΘ≅ΒΣ ≅
ΡΣΝΘΛ.ΝΟ∆Μ
ΡΟ≅Β∆
H=
6
.
6
'
H=
6
.
8
'
H=
3
.
8
'
H=
1
.
8
'
H=
0
.
5
'
\A1;5' (TYP)
\A1;5' (TYP)
Ρ∆ΒΣΗΝΜ ≅,≅
ΘΝ≅Χ ≅ % ΘΝ≅Χ Α
OF R/W
2.0%2:1 MAX
2:1 MAX\A1;0.50'
\A
1
;
8
'
\A
1
;
5
'
SIDEWALKLANDSCAPE2.0%
Ρ∆ΒΣΗΝΜ Α,Α
ΣΘ≅ΒΣ Α
2.0%%%
\A1;10'
\A
1
;
1
0
'
2:1 MAX2:
1
M
A
X
2:1 MAX
2:1 MAX
\A1;20'
\A1;25'
\A1;2.5'
(RESIDENTIAL ACCESS)
SCALE:1"=5'
PROP
R/W
\A1;13'
\A1;26.5'
2.0%2:1 MAX2:
1
M
A
X
\A1;0.50'
SIDEWALK
2.0%%%
2.0%
PROP
R/W
\A1;13'
\A1;26.5'
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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g
ww
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.
e
s
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c
i
v
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l
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c
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m
(2
5
3
)
8
3
8
-
6
1
1
3
(4
2
5
)
2
9
7
-
9
9
0
0
Pu
b
l
i
c
W
o
r
k
s
Εδ
χ
δ
θ
κ
ς
ξ
+
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≅
8
7
/
/
2
22
3
/
/
7
σ
γ
≅
υ
δ
Ρ
+
Ρ
τ
η
σ
δ
1
/
4
ςΗ
Μ
Χ
Ρ
Ν
Θ
Β
Ν
Τ
Θ
Σ
PR
E
L
I
M
I
N
A
R
Y
R
O
A
D
&
V
A
U
L
T
C
R
O
S
S
S
E
C
T
I
O
N
S
WA
S
H
I
N
G
T
O
N
CI
T
Y
O
F
R
E
N
T
O
N
2328-001-022
PP-05
LGB
CJR
03/28/2025
ΟΟ,/4
4 7
ER
T
ST A T
NO
40111
G S
ERTE
D
E FO HWSA
GN
2.0%%%
\A
1
;
8
'
\A
1
;
5
'
2.0%%%
\A1;2.5'
SCALE:1"=5'
(EMERGENCY VEHICLE ACCESS)
NOT TO SCALE
Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ
\A
1
;
7
.
5
'
\A1;{\H1.25x;1.00' FREEBOARD}
TOP OF LID=447.00
BOTTOM OF LID=446.00
5% MIN5% MIN
LO
T
L
I
N
E
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
10'
5'
Χ∆Σ∆ΜΣΗΝΜ Υ≅ΤΚΣ Ρ∆ΒΣΗΝΜ ≅,≅Χ∆Σ∆ΜΣΗΝΜ Υ≅ΤΚΣ Ρ∆ΒΣΗΝΜ Α,Α
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
10'
5'
\A1;49'
LO
T
L
I
N
E
LO
T
L
I
N
E
PR
O
P
O
S
E
D
R
O
W
D
E
D
I
C
A
T
I
O
N
EX
R
O
W
ΚΝΣ 7
\A
1
;
7
.
5
'
Β∆ΚΚ ∀0Β∆ΚΚ ∀1
\A1;24.2'\A1;24.2'
5% MIN5% MIN5% MIN5% MIN
2:1 MAX
FINISH GROUND=449.00 FINISH GROUND=449.00
ALTERNATIVE PAVEMENT SECTION: 3.5 FULL DEPTH HMA OVER SUBGRADE
LANDSCAPE
2:1 MAX
ΚΝΣ 3
\A
1
;
6
'
LANE PARKINGLANE
2:1 MAX
ΘΝ≅Χ ≅ΘΝ≅Χ Α
ΘΝ≅Χ Β
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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c
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m
(2
5
3
)
8
3
8
-
6
1
1
3
(4
2
5
)
2
9
7
-
9
9
0
0
Pu
b
l
i
c
W
o
r
k
s
Εδ
χ
δ
θ
κ
ς
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+
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8
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/
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2
22
3
/
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7
σ
γ
≅
υ
δ
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+
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τ
η
σ
δ
1
/
4
ςΗ
Μ
Χ
Ρ
Ν
Θ
Β
Ν
Τ
Θ
Σ
PR
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T
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CI
T
Y
O
F
R
E
N
T
O
N
2328-001-022
PP-06
LGB
CJR
03/28/2025
ΟΟ,/5
5 7
ER
T
ST A T
NO
40111
G S
ERTE
D
E FO HWSA
GN
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
ΘΝ≅Χ ≅ΣΘ≅ΒΣ Α
ΘΝ≅Χ Α
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
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PR
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P
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D
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EX
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PR
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S
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D
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D
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A
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M
E
N
T
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D
P
A
V
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M
E
N
T
AC
BC
PB
S S
S
0
25
678
08
4
1/
1
3
0/00 01 02 03 04 05 06 07
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s
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i
n
e
bl
s
p
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c
/
d
e
e
r
f
e
r
n
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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g
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e
s
m
c
i
v
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l
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c
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m
(2
5
3
)
8
3
8
-
6
1
1
3
(4
2
5
)
2
9
7
-
9
9
0
0
Pu
b
l
i
c
W
o
r
k
s
Εδ
χ
δ
θ
κ
ς
ξ
+
ς
≅
8
7
/
/
2
22
3
/
/
7
σ
γ
≅
υ
δ
Ρ
+
Ρ
τ
η
σ
δ
1
/
4
≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 4+ ΣςΟ+ 11 Θ∆Φ+ 4 ∆+ ςΛ
ςΗ
Μ
Χ
Ρ
Ν
Θ
Β
Ν
Τ
Θ
Σ
PR
E
L
I
M
I
N
A
R
Y
L
A
N
D
S
C
A
P
E
&
T
R
E
E
R
E
P
L
A
C
E
M
E
N
T
P
L
A
N
WA
S
H
I
N
G
T
O
N
CI
T
Y
O
F
R
E
N
T
O
N
2328-001-022
PP-07
LDK
LDK
03/28/2025
ΟΟ,/6
6 7
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
0/7ΣΓ ≅Υ∆ Ρ
Ρ∆
0
8
3
Σ
Γ
Ρ
Σ
0/6ΣΓ ≅Υ∆ Ρ
{6623400236
19404 107TH AVE
SE}
{6623400230
19401 108TH AVE
SE}
EX HOUSE
EX HOUSE
(PRIVATE ROAD)
µ
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
\A
1
;
1
0
'
\A1;5' MIN. TYP.
\A
1
;
7
.
5
'
M
I
N
.
T
Y
P
.
\A1;10' MIN. TYP.
ΣΘ≅ΒΣ ≅
ΡΣΝΘΛ Υ≅ΤΚΣ .
ΝΟ∆Μ ΡΟ≅Β∆
\A
1
;
8
'
\A1;50' O.C. TYP.
ΘΝ
≅
Χ
≅
∋Θ
∆
Ρ
Η
Χ
∆
Μ
Σ
Η
≅
Κ
≅
Β
Β
∆
Ρ
Ρ
(
ΘΝ≅Χ Α
∋Θ∆ΡΗΧ∆ΜΣΗ≅Κ ≅ΒΒ∆ΡΡ(
14" PINE
24" SPRUCE
\A
1
;
1
0
'
\A
1
;
1
0
'
12" CEDAR
\A1;30'
\A
1
;
1
0
'
\A1;10'
\A
1
;
1
0
'
\A
1
;
1
0
'
\A
1
;
1
0
'
\A1;10'
\A
1
;
1
5
'
\A
1
;
1
5
'
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
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2328-001-022
PP-08
LDK
LDK
03/28/2025
ΟΟ,/7
7 7
%%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE %%ULOCATION{\LQUANTITY}
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ % ΣΘ∆∆ Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΒΘ∆ΧΗΣΡ
2" CAL.6
TR-21
Frangula purshiana / CASCARA SAGRADA
PER RMC 4-4-070.F.2.c.ii-iii, SMALL MATURE SIZE TREES TO BE SPACED AT 30' ON-CENTER, MEDIUM MATURE SIZE TREES TO BE SPACED AT 40' ON-CENTER AND
LARGE MATURE SIZE TREES TO BE SPACED AT 50' ON-CENTER. TREE SPECIES ARE SELECTED PER THE CITY OF RENTON APPROVED TREE LIST.
PER RMC 4-4-130.H.1.e.ii, REPLACEMENT TREES SHALL BE 2" DIAMETER FOR DECIDUOUS AND MINIMUM 6' HEIGHT FOR EVERGREEN SPECIES
PER RMC 4-4-070.F.2.b, STREET TREES SHALL BE 2" CALIPER DBH MIN.
TOTAL NUMBER OF REPLACEMENT TREES REQUIRED TO SATISFY QUANTITY SHORTFALL = 14, REFER TO REPLACEMENT TREE LEGEND BELOW, REQUIREMENT
SATISFIED
L
S
38.00
1.50
%%UCOMMENTS
19Tilia cordata 'Chancole'/ CHANCELLOR LINDEN 2" CAL.
TR-09
STREET ROW
\pxqc;{\LTOTAL TREE REPLACEMENT CREDITS }\pxqc;{\LMATURE SIZE CAT.}
B&B, MATCHED, VIGOROUS, CITY TREE LIST
B&B, MATCHED, VIGOROUS, PNW NATIVE
TREE SPECIES SELECTED FROM CITY OF RENTON APPROVED TREE LIST AND/ OR PNW NATIVE SPECIES
%%UTREE SIZE %%UTREE CREDITS
NEW SMALL SPECIES TREE 0.25
NEW MEDIUM SPECIES TREE 1
NEW LARGE SPECIES TREE 2
RMC 4-4-130H.1.b.v, REPLACEMENT TREE CREDIT VALUE TABLE
Μ∆ς ΣΘ∆∆ ΒΘ∆ΧΗΣ Υ≅ΚΤ∆ Σ≅ΑΚ∆
ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES. REFER TO
UPDATED ARBORIST'S REPORT BY LAYTON TREE CONSULTING, INC. DATED FEBRUARY 7, 2025 FOR
EXISTING SIGNIFICANT TREE DATA
THE LANDSCAPE AND TREE REPLACEMENT PLAN (SHEET PP-07) PROPOSES (22) LARGE- SIZE
MATURING SPECIES AND (23) SMALL- SIZE MATURING SPECIES REPLACEMENT TREES PER THE CITY
OF RENTON APPROVED TREE LIST AS NOTED IN THE LEGEND ON THIS SHEET.
ΣΘ∆∆ Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΡΤΛΛ≅ΘΞ
STREET ROW
TURF QUALITY HYDROSEED MIX
EROSION CONTROL HYDROSEED MIX- MIX SPECIFICATION TBD
2" CAL.8
TR-03
Acer circinatum 'Sunny Sister'/ VINE MAPLE S 2.00 B&B, MULTI-STEM, VIGOROUS, PNW NATIVEPERIMETER
2" CAL.14TR-12Betula papyrifera/ CANOE BIRCH L 28.00 B&B, VIGOROUS, PNW NATIVEPERIMETER
6' HT.12
TR-30
Callitropsis nootkatensis/ ALASKA CEDAR M 12.00 B&B, FULL, VIGOROUS, PNW NATIVEPERIMETER
6' HT.7
TR-04
Thuja plicata 'Virescens'/ WESTERN RED CEDAR M 7.00 B&B, FULL, VIGOROUS, PNW NATIVEPERIMETER
2.00
0.25
\pxqc;{\LTREE CREDIT VALUE}
0.25
2.00
1.00
1.00
90.25
BARK MULCH
TO PREVAILING WIND
SET STAKES PERPENDICULAR
AMEND NATIVE SOIL W/
PLANTING SOIL
3" SETTLED DEPTH FINE BLEND
NOT TO SCALE
CHAINLOCK TREE TIE, TYP.
~
~
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH
2" MAX.PRUNE DISEASED ANDBROKEN BRANCHES
WATERING BASIN
12" MIN. FOR WOOD
1/
2
T
R
E
E
H
T
.
AP
P
R
O
X
4
'
EQ
U
A
L
Χ∆ΒΗΧΤΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ % ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ
2x2 PINE OR FIR TREE STAKES
INSTALL "TREE BOOT" OR
"ARBORGARD" IN LAWN AREAS.
6" DEPTH 3-WAY MIX
PLANT TREE 1"-2" HIGHER
THAN IN NURSERY
UNDISTURBED GROUND
STAKES & 18" FOR REBAR
1. DO NOT DIG BEFORE LOCATING UTILITIES.
2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY
GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.
3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE.
4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS
OTHERWISE NOTED.
5. APPLY 3" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH
TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT
CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH.
6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED
SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT.
7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES
BASED ON AVAILABILITY OR FIELD CONDITIONS.
8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS
GROWING CONDITION.
9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY
STOCK, LATEST EDITION.
10. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE.
11. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A
MINIMUM OF 12" UNLESS OTHERWISE NOTED.
12. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL
FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE
DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH
NO OBLIGATION TO THE OWNER.
13. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2'
MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED.
14. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED
PER STREET LIGHT AND UTILITY LOCATIONS.
15. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES
TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED
WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE
REPLACED AND RE-STAKED PER THE DETAIL.
16. ALL NEWLY PLANTED TREES SHALL INCLUDE A MULCH RING THAT HAS A
DEPTH OF AT LEAST THREE INCHES (3") AND IS AT LEAST THREE FEET (3') IN
RADIUS AROUND THE TREE.
17. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION
AND ACCEPTANCE BY OWNER AND REVIEWING AGENCY.
Κ≅ΜΧΡΒ≅Ο∆ ΜΝΣ∆Ρ
NOT TO SCALE
FIRM NATIVE SOIL MOUND
SCARIFY PIT SIDES AND BOTTOM
REMOVE BINDING MATERIAL AND
6" DEPTH 3-WAY MIX TOPSOIL
2x2 PINE OR FIR TREE STAKES
GRADE BARK MULCH~
FERTILIZER TABLETS
TOP 1/3 OF BURLAP
3" SETTLED DEPTH FINE
WATERING BASIN
CHAINLOCK TREE TIE, TYP.
PRUNE DISEASED ANDBROKEN BRANCHES
18" MIN.
1/
2
T
R
E
E
H
E
I
G
H
T
SET STAKES PERPENDICULAR
TO PREVAILING WIND
AMEND NATIVE SOIL WITH(4-21 GRAM-20-10-5)
2x ROOTBALL WIDTH \W0.9000;IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING.ΒΝΜΗΕ∆ΘΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ %
ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ
\W0.9000;FINISH GRADE
EQUAL SPACING
ΡΟ≅ΒΗΜΦ Χ∆Σ≅ΗΚ
NOT TO SCALE
DRAWING
ΡΓΘΤΑ ≅ΜΧ ΦΘΝΤΜΧΒΝΥ∆Θ
1/2 DIA. OF PLANT
OR AS SHOWN ON
EQ
U
A
L
S
P
A
C
I
N
G
ELEVATION
PLAN
{\W0.9;TOPSOIL DEPTH AND TYPE AS SPECIFIED}
{\W0.9;BARK MULCH DEPTH AS SPECIFIED}
{\W0.9;GROUNDCOVER PLANTS, SEE PLANT LIST}
{\W0.9;EXISTING SUBGRADE}
{\W0.9;GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST}\W0.9000;EDGE OF PAVING OR PLANTING BED
2x ROOTBALL WIDTH
6"
NOT TO SCALE
~{\W0.9;MULCH RING 3" SETTLED DEPTH FINE BLEND BARK MULCH X 2' DIAMETER, TO WITHIN 3" OF SHRUB STEM. DO NOT MOUND MULCH AGAINST SHRUB STEM}
{\W0.9;BACKFILL PLANTING HOLE HALF-FULL WITH NATIVE SOIL AND TAMP TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINING HOLE WITH AMENDMENT AS NOTED IN THE PLANTING SPECIFICATIONS AND/ OR INSTALLATION NOTES. WATER THOROUGHLY.}
{\W0.9;SCARIFY SIDES OF PLANTING HOLE, ENSURE ADEQUATE DRAINAGE}
\pxqr;{\W0.9;EXISTING NATIVE SOIL}
\pxqr;{\W0.9;PLANT 1" HIGHER THAN IN NURSERY}
ΒΝΜΣ≅ΗΜ∆Θ ΡΣΝΒϑ ΡΓΘΤΑ
ΟΚ≅ΜΣΗΜΦ Χ∆Σ≅ΗΚ
\W0.9000;PRUNE DISEASED AND BROKEN BRANCHES
\W0.9000;FIRM NATIVE SOIL MOUND
\pxqr;{\W0.9;FINISH GRADE}
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
PER RMC 4-4-130, 30% OF TREES IN A RESIDENTIAL DEVELOPMENT SHALL BE RETAINED.
TOTAL NUMBER OF TREES 6" CALIPER OR GREATER (ALDER AND COTTONWOOD 8" OR GREATER) ON SITE =
64
NON-VIABLE TREES PER ARBORIST'S REPORT = 7
TREE QUANTITY REQUIRED FOR 30% RETENTION (RMC 4-4-130H.1.b.v) = 64 - 7 =
57 X 30% = 17 PER ARBORISTS REPORT
NUMBER OF VIABLE SIGNIFICANT TREES PROPOSED FOR RETENTION = 3, FOR A SHORTFALL OF 14 TREES
TREE CREDIT REQUIREMENTS SHALL APPLY AT A MINIMUM OF 30 CREDITS PER NET ACRE. NET ACRE
CALCULATIONS INCLUDE ALL AREA WITHIN LOTS, RECREATION AREAS, LANDSCAPE TRACTS AND OPEN
SPACE.
TOTAL NET AREA: 76,489 SF (1.76 AC.)
1.76 NET ACRES X 30 TREE CREDITS/AC. = 53 TREE DENSITY CREDITS REQUIRED TO BE RETAINED
TOTAL PROPOSED TREE DENSITY CREDITS RETAINED = 26, FOR A SHORTFALL OF 27 TREE DENSITY
CREDITS
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ Β≅ΚΒΤΚ≅ΣΗΝΜΡ
– ”
– ”
– ”
– ”
– ”
– ”
– ”
– ”
– ”
”
”
– ”
– ”
– ”
– ”
– ”
– ”
– ”
– ”
– ”
\pxsm1.5,t11,22,40;{\LREPLACEMENT TREE LEGEND AND CREDIT TABLE FOR NEW REPLACEMENT TREES}
(157) REPLACEMENT TREE CREDITS REQUIRED TO REPLACE (14)
REMOVED VIABLE TREES
PLUS (27) CREDIT SHORTFALL OF THE 30% MINIMUM TREE DENSITY =
(184) TOTAL REPLACEMENT CREDITS REQUIRED,
(90.25) NEW TREE REPLACEMENT CREDITS PROPOSED =
(93.75) TREE REPLACEMENT CREDIT SHORTFALL
(93.75) TREE UNIT CREDITS TO BE SATISFIED BY FEE-IN-LIEU
Erigeron glaucus/ BEACH DAISY
Fragaria chiloensis/ COAST STRAWBERRY
Eriophyllum lanatum/ OREGON SUNSHINE
Festuca idahoensis/ IDAHO FESCUE
{\LREPLACEMENT TREES:}
{\LPNW NATIVE SHRUBS: ALL CONTAINER SHRUBS TO BE FULL AND VIGOROUS}
{\LPNW NATIVE GROUNDCOVERS: ALL CONTAINER GROUNDCOVERS TO BE FULL AND VIGOROUS}
2" CAL.7
54
Amelanchier alnifolia 'Obelisk'/ WESTERN SERVICEBERRY S 1.75 B&B, MULTI-STEM, VIGOROUS, PNW NATIVEPERIMETER0.25
5 GAL.26Vaccinium ovatum 'Cascade Sunburst'/ EVERGREEN HUCKLEBERRY
22Philadelphus lewisii 'Goose Creek'/ MOCK ORANGE 5 GAL.
5 GAL.32Physocarpus capitatus/ PACIFIC NINEBARK
5 GAL.19Ribes sanguineum 'King Edward VII'/ FLOWERING CURRANT
2 GAL.14Blechnum spicant/ DEER FERN
2 GAL.39Carex tumulicola/ FOOTHILL SEDGE
2 GAL.69Mahonia nervosa/ LOW OREGON GRAPE
16
12
30
21
50
35
63
Arctostaphylos uva-ursi/ KINNIKINNICK
Oxalis oregana/ REDWOOD SORREL
4" POT OR 1 GAL.
1 GAL.
4" POT OR 1 GAL.
2 GAL.
1 GAL.
4" POT OR 1 GAL.
GROUNDCOVER PLANTING NOTES:
1. ALL GROUNDCOVER PLANTS TO BE SPACED AT 24" ON-CENTER, TRIANGULAR PATTERN
2. START FIRST ROW OF PLANTS PER GROUNDCOVER SPACING DETAIL THIS SHEET
%%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE{\LQUANTITY}
%%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE{\LQUANTITY}