HomeMy WebLinkAboutA_21807_Shum Short Plat_Civil Construction Plans_22x34_20260122_PPR//
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N87°59'46"W 114.15'
N0
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N87°59'46"W 20.02'
WVWV
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26"F
S
26"F
30"F
16"DEC
30"F
EM
WV
TJR
WMS
8"DEC(2)
FOUND 1/2" REBAR AND
CAP AT GRADE
"MHT 9470"
E. 0.1'
09-02-21 FOUND 1/2" REBAR AND
CAP IN 5" X 5" CONC
"MHT 9470"
E. 0.1'
09-02-21
FOUND BARE 1/4"
REBAR
W. 0.5'
09-02-21
x
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5' TALL CLFVE
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6"DEC(3)
SHED ON
CONC SLAB
TREE CANOPY
LINE (TYP)
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~
SSMH
TOP 432.03
IE 427.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ELEV. 427.66
NO CHANNEL
SSMH
TOP 434.25
8" PVC (W), 8" CONC (N),
8" CONC (S)
CENTER CHANNEL
ELEV. 425.43
CATCH BASIN
TOP 433.61
6" CONC IE 432.30 (OUT-E)
CATCH BASIN
TOP 433.336" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)
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N87°59'50"W 111.12'
FENCE 0.3'
W. OF P/L
FENCE 0.5'
W. OF P/L
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FENCE 0.2' S. OF P/L
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TRACT A
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N87°59'46"W 114.15'N0
0
°
1
5
'
0
0
"
W
2
0
.
0
2
'
N87°59'46"W 20.02'
WVWV
18"F
20"F
14"F
30"F
26"F
S
26"F
30"F
16"DEC
30"F
TJR
WMS
8"DEC(2)
FOUND 1/2" REBAR ANDCAP AT GRADE"MHT 9470"
E. 0.1'09-02-21 FOUND 1/2" REBAR ANDCAP IN 5" X 5" CONC"MHT 9470"E. 0.1'
09-02-21
FOUND BARE 1/4"
REBARW. 0.5'09-02-21
OP
OP
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OP
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O
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O
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5' TALL CLF
5' TALL CLFVE
R
T
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A
L
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U
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B
CONC SLAB
TREE CANOPYLINE (TYP)
5' T
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F
GA
T
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5'
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A
L
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C
L
F
CEDAR HEDGE
OP
OP
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OP
OP
OP
CATCH BASIN
TOP 433.616" CONC IE 432.30 (OUT-E)
CATCH BASINTOP 433.33
6" CONC IE 432.30 (IN-W)8" CMP IE 431.28 (OUT-S)
SS
SS
SS
SS
SS
SS
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SD
N87°59'50"W 111.12'
FENCE 0.5'
W. OF P/L
W(
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~
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
LOT A
LOT B
TRACT A
PROJECT INFORMATION:
PROJECT TEAM:
LEGAL DESCRIPTION:
REFERENCES:
0 20 40
SITE CALLOUTS:
DATUM:
Proposed Surface Area (Including Frontage)
Description Area (sf)Area (ac)
Project Area 24,239 0.556
Driveway (Onsite)1,095 0.025
Rooftop (50% Coverage)5,635 0.129
Patio (Max. Coverage)595 0.014
Sidewalk (Frontage)2,003 0.046
Roadway (Frontage)3,736 0.086
Curb & Gutter (Frontage)292 0.007
Driveway Entrance (Frontage)321 0.007
New + Replaced Hard Surface (Property)7,325 0.168
New + Replaced Hard Surface (Frontage)6,352 0.146
AREA INVENTORY:
PROJECTSITE
N
N
SITE PLAN
VICINITY MAP
DEDICATION PLAN
N
DEDICATIONS & EASEMENTS:
PROPERTY AREA INVENTORY:
UTILITY CALLOUTS:
STORM CALLOUTS:
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
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1/22/26
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14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C1
.
0
---
---
1
1"=20'
C1.0COVER SHEET & SITE PLAN
01
SITE NOTES:
EARTHWORK QUANTITIES:
Sheet List Table
CALL 48 HOURS
811
BEFORE YOU DIG
Surface Water Enginering
jfarah 01/23/2026
AMorganroth
01/23/2026
CURRENT PLANNING
DEVELOPMENT ENGINEERING
HBray 01/25/2026
101 101.1 102 103
104.3
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
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1/22/26
---
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14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C1.1SITE DETAILS
C1
.
1
---
---
2
NTS
02
110.1110
DEVELOPMENT ENGINEERING
HBray 01/25/2026
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N87°59'46"W 114.15'
N0
0
°
1
5
'
0
0
"
W
2
0
.
0
2
'
N87°59'46"W 20.02'
WV
WV
24"F
18"F
20"F
14"F
30"F
26"F
S
26"F
30"F
16"DEC
30"F
WV
TJR
WMS
8"DEC(2)
FOUND 1/2" REBAR AND
CAP AT GRADE
"MHT 9470"
E. 0.1'
09-02-21 FOUND 1/2" REBAR AND
CAP IN 5" X 5" CONC
"MHT 9470"
E. 0.1'
09-02-21
FOUND BARE 1/4"
REBAR
W. 0.5'
09-02-21
x
x
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
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OP
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5' TALL CLFx
5' TALL CLFVE
R
T
I
C
A
L
C
U
R
B
SHED ON
CONC SLAB
TREE CANOPY
LINE (TYP)
5'
T
A
L
L
C
L
F
GA
T
E
5'
T
A
L
L
C
L
F
CEDAR HEDGE
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP~
SSMH
TOP 432.03
IE 427.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ELEV. 427.66
NO CHANNEL
SSMH
TOP 434.25
8" PVC (W), 8" CONC (N),
8" CONC (S)
CENTER CHANNEL
ELEV. 425.43
CATCH BASIN
TOP 433.61
6" CONC IE 432.30 (OUT-E)
CATCH BASIN
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)SS
SS
SS
SS
SS
SS
SS
SS
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~
SD
SD
SD
SD
N87°59'50"W 111.12'
FENCE 0.5'
W. OF P/L
1.5'W(
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W(
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W(D)
SSSS ~
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
P
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5'
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A
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L
F
TESC LEGEND:
DEMOLITION & TESC PLAN
DEMOLITION & TESC NOTES:
DEMOLITION & TESC CALLOUTS:
0 10 20
N
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
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C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C2.0DEMOLITION & TESC PLAN
C2
.
0
---
---
3
1"=10'
03
RECOMMENDED CONSTRUCTION SEQUENCE:
DEVELOPMENT ENGINEERING
HBray 01/25/2026
214.00 215.10216.30 TREE PROTECTION FENCING
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
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C2
2
0
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5
9
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LU
A
2
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-
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0
1
7
PR
-
2
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0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C2.1TESC DETAILS
C2
.
1
---
---
4
NTS
04
268
DEVELOPMENT ENGINEERING
HBray 01/25/2026
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N87°59'46"W 114.15'
N0
0
°
1
5
'
0
0
"
W
2
0
.
0
2
'
N87°59'46"W 20.02'
WV
WV
24"F
18"F
20"F
14"F
30"F
26"F
S
26"F
30"F
16"DEC
30"F
WV
TJR
WMS
8"DEC(2)
x
x
OP
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OP
OP
OP
OP
OP
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OP
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OP
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OP
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~
SD
SD
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SD
SD
N87°59'50"W 111.12'
W(
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SSSS ~
P
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E
GRADING & DRAINAGE PLAN
STORM DRAINAGE NOTES:
STORM DRAINAGE CALLOUTS:
UTILITY CALLOUTS:
0 10 20
N
DETENTION SECTION A
QUEEN AVE NE SECTION
A A
B B
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
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4
2
3
4
SH
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2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C3.0GRADING & DRAINAGE PLAN
C3
.
0
---
---
5
1"=10'
05
PIERCE AVE NE SECTION
Surface Water Enginering
jfarah 01/23/2026
as a condition of approval, the project shall
demonstrate the need for walls within the right-of-way
and provide an updated grading plan and cross
sections to the current planning project manager for
review and approval prior to installation of any walls.
as a condition of approval, the project shall eliminate
the southernmost wall within the right-of-way and
provide an updated grading plan to the development
engineering project manager for review and approval
prior to installation of any walls.
DEVELOPMENT ENGINEERING
HBray 01/25/2026
200.00 201.00 403.1
237.00
200.30
C3.1GRADING & DRAINAGE DETAILS
C3
.
1
---
---
6
NTS
06
267.00 267.10
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
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I
O
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P
E
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I
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C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
INFILTRATION FILTER
NOTES:
DEVELOPMENT ENGINEERING
HBray 01/25/2026
C3.2STORM PUMP DETAILS
C3
.
2
---
---
7
NTS
07
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
M
S
H
O
R
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P
L
A
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-
C
I
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I
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C
O
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R
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C
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I
O
N
P
E
R
M
I
T
C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
STORM PUMP NOTES:
·
·
·
·
·
DEVELOPMENT ENGINEERING
HBray 01/25/2026
C3.3STORM PUMP DETAILS
C3
.
3
---
---
8
NTS
08
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
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S
H
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P
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A
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-
C
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I
O
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P
E
R
M
I
T
C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
DEVELOPMENT ENGINEERING
HBray 01/25/2026
x
x
xxx
////////////////////////////////////////////////
16
"
D
E
C
30"F
EM
HB
WV
TJ
R
WM
S
FO
U
N
D
1
/
2
"
R
E
B
A
R
A
N
D
CA
P
I
N
5
"
X
5
"
C
O
N
C
"M
H
T
9
4
7
0
"
E.
0
.
1
'
09
-
0
2
-
2
1
xx
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
OP
OP
OP
OP
5'
T
A
L
L
C
L
F
6' TALL BF
5' TALL CLF GATE
5' TALL CLF
SH
E
D
CE
D
A
R
H
E
D
G
E
SS
M
H
TO
P
4
3
2
.
0
3
IE
4
2
7
.
6
3
(
8
"
P
V
C
(
O
U
T
-
N
)
BO
T
T
O
M
S
T
R
U
C
T
U
R
E
EL
E
V
.
4
2
7
.
6
6
NO
C
H
A
N
N
E
L
SS SS SS SS SS SS SS SS SS SS SS SS
FE
N
C
E
0
.
3
'
W.
O
F
P
/
L
FE
N
C
E
0
.
5
'
W.
O
F
P
/
L
FF
E
L
E
V
.
4
3
0
.
3
0
'
W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)
QUEEN AVE NE
STATION
395
400
410
420
430
440
395
400
410
420
430
440
16+5017+0017+5018+0018+5019+0019+5020+0020+5020+75
STORM EXTENSION PLAN & PROFILE
0 20 40
N
0 20 40
N
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
M
S
H
O
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P
L
A
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-
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U
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I
O
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M
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C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C3.4DRAINAGE PLAN & PROFILE
C3
.
4
---
---
9
1"=20'
09
DETENTION TRENCH
STORM DRAINAGE NOTES:
STORM DRAINAGE CALLOUTS:
UTILITY CALLOUTS:
Surface Water Enginering
jfarah 01/23/2026
DEVELOPMENT ENGINEERING
HBray 01/25/2026
//
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x x x x x x x x
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N87°59'46"W 114.15'
N0
0
°
1
5
'
0
0
"
W
2
0
.
0
2
'
N87°59'46"W 20.02'
WV
WV
24"F
18"F
20"F
14"F
30"F
26"F
S
26"F
30"F
16"DEC
30"F
WV
TJR
WMS
8"DEC(2)
FOUND 1/2" REBAR AND
CAP AT GRADE
"MHT 9470"
E. 0.1'
09-02-21 FOUND 1/2" REBAR AND
CAP IN 5" X 5" CONC
"MHT 9470"
E. 0.1'
09-02-21
FOUND BARE 1/4"
REBAR
W. 0.5'
09-02-21
x
x
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
O
P
O
P
O
P
O
P
O
P
O
P
O
P
O
P
5' TALL CLFx
5' TALL CLFVE
R
T
I
C
A
L
C
U
R
B
SHED ON
CONC SLAB
TREE CANOPY
LINE (TYP)
5'
T
A
L
L
C
L
F
GA
T
E
5'
T
A
L
L
C
L
F
CEDAR HEDGE
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP~
SSMH
TOP 432.03
IE 427.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ELEV. 427.66
NO CHANNEL
SSMH
TOP 434.25
8" PVC (W), 8" CONC (N),
8" CONC (S)
CENTER CHANNEL
ELEV. 425.43
CATCH BASIN
TOP 433.61
6" CONC IE 432.30 (OUT-E)
CATCH BASIN
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
~
SD
SD
SD
SD
N87°59'50"W 111.12'
FENCE 0.5'
W. OF P/L
1.5'W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(
D
)
W(D)
SSSS ~
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
P
I
E
R
C
E
A
V
E
N
E
Q
U
E
E
N
A
V
E
N
E
UTILITY PLAN
STORM DRAINAGE CALLOUTS:
UTILITY CALLOUTS:
0 10 20
N
UTILITY NOTES:
ELECTRICAL CALLOUTS:
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
M
S
H
O
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P
L
A
T
-
C
I
V
I
L
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
M
I
T
C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C4.0UTILITY PLAN
C4
.
0
---
---
10
1"=10'
10W-423401 S
SW
P
-
2
7
-
4
2
3
4
WT
R
P
-
2
7
-
4
2
3
4
UTILITY CROSSINGS:
DEVELOPMENT ENGINEERING
HBray 01/25/2026
320.1 330.1 406.1310.1
NO.REVISION BY DATE APPR
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
TE
D
-
4
0
-
4
2
3
4
SH
U
M
S
H
O
R
T
P
L
A
T
-
C
I
V
I
L
C
O
N
S
T
R
U
C
T
I
O
N
P
E
R
M
I
T
C2
2
0
0
5
9
2
2
LU
A
2
2
-
0
0
0
0
1
7
PR
-
2
2
0
0
0
0
5
6
1/22/26
---
---
14
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
1157 QUEEN AVE NE, RENTON, WA. 98056
---
SC
CC
SC
SC
R-4234
1 REVISION PER CONTECH CONSTRUCTION PLANS NEM 10/9/25
2 2 REVS FOR RAISE IN STORM SYSTEM DISCHARGE ELEVATION SC 1/22/26
C4.1UTILITY DETAILS
C4
.
1
---
---
11
NTS
SW
P
-
2
7
-
4
2
3
4
11
WT
R
P
-
2
7
-
4
2
3
4
SW-423402
406.2
DEVELOPMENT ENGINEERING
HBray 01/25/2026
AMorganroth
01/23/2026
CURRENT PLANNING DEVELOPMENT ENGINEERING
HBray 01/25/2026
AMorganroth
01/23/2026
CURRENT PLANNING DEVELOPMENT ENGINEERING
HBray 01/25/2026
x
xxxxx x x x x x x x x
14.8"DOG
x
x
O
P
O
P
O
P
O
P
O
P
O
P
x
SD
SD
SD
SD
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
FENCE CROSSES P/L
FENCE 0.2' S. OF P/L
T-B
LOT 'B'LOT 'B'
LOT 'A'
Queen
Ave
NE
Pierce
Ave NE
Existing Tree to
Remain (typ.)
Tree Protection
Fencing
Tree 'Dripline'
(typ.)
Existing Tree to be
Removed (typ.)
Tree 'Dripline'
(typ.)
Existing Tree to be
Removed (typ.)
TRACT
A
Tree Protection
Fencing
Existing Tree to
be Removed
Retaining Wall
T R E E S:
P L A N T S C H E D U L E
Qty. Symbol Botanical/ Common Name Size/ Remarks Location
Magnolia grandiflora `Little Gem'/
3
Acer g. 'Flame'/ AMUR MAPLE
2
Thuja plicata 'Hogan'/ HOGAN W R CEDAR
4
min. 2" cal., single trunk
min. 2" cal.
min. 8'0" hgt. (4" cal.)
Parrotia p. 'Vanessa'/ PERSIAN PARROTIA
6
min. 2" cal., single trunk
EVERGREEN MAGNOLIA
Lots A and B
Lots A and B
Lots A and B
Offsite
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
Cornus nuttallii/ PACIFIC DOGWOOD min. 2" cal., single trunk3
Acer macrophyllum/ BIGLEAF MAPLE min. 2" cal., single trunk2 Lots A and B
Lots A and B
SCALE: 1" = 10'- 0"
0'5'10'20'
N O R T H
Glenn Takagi
Landscape Architect
159 N. 203rd Street
Shoreline, WA 98133
(206) 542-6100
glenco1029@earthlink.net
TREE RETENTION/ REPLACEMENT PLAN NOTES:
See Tree Assessment 1157 Queen Ave NE Renton, WA (Tree Report)
prepared by Arbor Info LLC, 2406 N Castle Way Brier, WA for Tree
Descriptions, Driplines, Assessment, Construction Impacts and other
Site Tree information.
PARCEL 'A': Replacement Inches Required- 9
TED−40−4234
3/16/23
L3.0
14 14
1"=10'-0"
SURVEYED
GT
GT
GT
APPROVED
L3.0
LUA:22000017
C:XXXXXXX
SHUM_SHORT_PLAT
R−423410
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PR:22000056
SHUM SHORT PLAT−CIVIL CONSTRUCTION PERMIT
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 , NE 1/4 , SEC 09 , T 23 N , R 05 E , W. M.
SHUM SHORT PLAT
CIVIL CONSTRUCTION PERMIT
TREE RETENTION/ REPLACEMENT PLAN
1157 QUEEN AVE NE RENTON, WA 98056
1 Tree Removal (9" Maple) and Tree Replacement GT 1.23.26
TREE DENSITY NOTES:
2 Trees per 5,000 s.f. Required
PARCEL 'A' + TRACT 'A': 14,560 s.f. (/) 5,000 (x) 2 = 6 Trees Required
16 Trees Provided (16- new)
*5 new 2" dia. trees reqd. per H. Bray
AMorganroth
01/23/2026
CURRENT PLANNING DEVELOPMENT ENGINEERING
HBray 01/25/2026