HomeMy WebLinkAboutEx_06_Civil_PlansSE
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INTERSTATE 405
20.00'
EXISTING BUILDING
TO BE DEMOLISHED
SLAB TO REMAIN
FOR PARKING
REPLACE
DRIVEWAY
ACCESS
REPLACE
DRIVEWAY ACCESS
REPLACE
DRIVEWAY
ACCESS
REPLACE
DRIVEWAY ACCESS
CONNECT TO
EXISTING
SIDEWALK
CONNECT TO
EXISTING
SIDEWALK
EXISTING
BUILDING
PROPOSED
BUILDING
ADDITION
3,472 SF
PROPOSED
BUILDING
ADDITION
14,566 SF
EMERGENCY VEHICLE
ACCESS ROUTE
8.00' (TYP.)
18.00' (TYP.)
DEMO EXISTING
UTILITY STRUCTURES
EXISTING UTILITY
LINES TO BE
ABANDONED
DEMO TREES WITHIN
BLDG FOOTPRINT (TYP.)
EXISTING SIGN TO
REMAIN
R45.00'R45.00'
REPLACE
DRIVEWAY
ACCESS
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
2CIVIL SITE PLAN
C1.1Q:
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1.ALL DRIVEWAYS WILL BE REPLACED TO MEET CURRENT CITY AND
ADA STANDARDS.
2.EXISTING FRONTAGES, PAVEMENT WIDTH, CURB, GUTTER,
SIDEWALK, & STREET TREES MEET CITY STANDARDS FOR THE
AUTOMALL OVERLAY. NO FRONTAGE IMPROVEMENTS ARE
REQUIRED WITH EXCEPTION OF DRIVEWAYS.
3.REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE AND
BUILDING ELEMENTS NOT SHOWN.
4.ONSITE LIGHTING WILL BE PROVIDED PER CITY STANDARDS.
GENERAL PROJECT NOTES
TOTAL ONSITE DISTURBED AREAS: 37,695
NEW ROOF AREA: 15,782 SF
NEW / REPLACED PAVED AREA: 21,913 SF
PROJECT STATISTICS
Preliminary
03/27/2025 9:08:34 AM
RECEIVED
05/29/2025
amorganroth
PLANNING DIVISION
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
A
C3.2
B
C3.2
SE
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SW 12TH
S
T
SW 13TH
S
T
INTERSTATE 405
EG: 21.61
EG: 21.75
EG: 21.99
EG: 21.92
EG: 22.00
EG: 21.62
EG: 21.51
EG: 21.55
CB #6
RIM: 21.41
CB #5
RIM: 21.56
CB #4
RIM: 21.60
CB #3
RIM: 21.60
CB #2
RIM: 21.60
CB #1
RIM: 21.60
EG: 21.59
GRADING LIMITS
GRADING LIMITS
BLDG ADDITION
FF: 21.95
FG: 21.70
FG: 21.95
FG: 21.95
FG: 21.95
FG: 21.95
TW: 22.00
TW: 22.00
TW: 22.00
BW: 21.67
BW: 18.18
BW: 21.60
4
.
0
9
%
3.
2
4
%
3.72%
1.49%
4.21%
2.51%
1.93
%
1
.
6
7
%
0.9
4
%
1.
3
2
%
FG: 21.95 FG: 21.81
FG: 21.76
FG: 21.86
21.50
21.75
21.75
21.7
5
21.75
2
1
.
7
5
0
.
9
9
%
CB #10
RIM: 21.17
EXIST. CB1
RIM: 21.31
CB #7
RIM: 21.20
CB #8
RIM: 21.26
CB #9
RIM: 20.16
21.75
EXISTING
BUILDING
FF: 21.95
BLDG
ADDITION
TW: 22.00
BW: 18.53
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
EARTHWORK
PROPOSED CUT:15 CU YD
PROPOSED FILL:285 CU YD
PROPOSED NET:270 CU YD (FILL)
EARTHWORK QUANTITIES PROVIDED ARE FOR PERMITTING
PURPOSES ONLY, CONTRACTOR SHALL DETERMINE
EARTHWORK QUANTITIES FOR CONSTRUCTION
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
4GRADING PLAN
C3.1Q:
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HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE,
GRID BEARING OF
NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE
INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF
RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE
NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF
SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891,
RESPECTIVELY.
NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY
THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK
UNIT OF MEASUREMENT IS U.S. SURVEY FEET
ALL DISTANCES SHOWN ARE GROUND
A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND)
WAS HELD AT CITY OF RENTON CONTROL ID. 1895
NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL
BENCHMARK NETWORK) (NGS2018 GEOID - USED)
PROJECT PRIMARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1895
PUBLISHED ELEVATION: 25.702' NAVD 88
DESCRIPTION:
ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF
LIND AVE. SW AND SW 16TH ST.
PROJECT SECONDARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1891
PUBLISHED ELEVATION: 24.1568' NAVD 88
OBSERVED ELEVATION: 24.06' NAVD 88
DESCRIPTION:
MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT
A BRIDGE CROSSING OF SPRINGBROOK CREEK.
SITE BENCHMARK
OBSERVED ELEVATION: 27.41' NAVD 88
DESCRIPTION:
ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW
GRADY WAY AND SENECA AVE. SW
BASIS OF BEARING
HORIZONTAL DATUM
VERTICAL DATUM
POND ECO-BLOCK WALL
Preliminary
03/27/2025 9:08:45 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
20
25
20
25
10+00
FG FG
10+50
FG
2
1
.
5
3
FG
2
1
.
7
8
11+00
FG
2
1
.
9
5
FG
2
1
.
9
5
11+50
FG
2
1
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5
FG
2
1
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9
5
12+00
FG
2
1
.
9
5
FG
2
1
.
5
2
12+50
FG
PROPOSED GRADE ELEVATION AT SECTION LINEEXISTING GRADE ELEVATION AT SECTION LINE
EXISTING GRADE AT
SECTION LINE
PROPOSED GRADE
AT SECTION LINE
BLDG ADDITION
APPROXIMATE SUB-GRADE
(REMOVE ASPHALT)
8" SLAB
20
25
20
25
50+00
FG FG
50+50
FG
2
1
.
9
5
FG
2
1
.
9
5
51+00
FG
2
1
.
9
5
FG
2
1
.
9
5
51+50
FG
2
1
.
9
2
FG
2
1
.
8
3
52+00
FG
PROPOSED GRADE ELEVATION AT SECTION LINEEXISTING GRADE ELEVATION AT SECTION LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE AT
SECTION LINE
8" SLAB
APPROXIMATE SUB-GRADE
(REMOVE ASPHALT)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
A SCALE: H:1" = 20', V:1" = 2'
SECTION A
B SCALE: H:1" = 20', V:1" = 2'
SECTION B
GRADING CROSS SECTIONS
C3.2Q:
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EXISTING BLDG
BLDG ADDITION
Preliminary
03/27/2025 9:08:45 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
6
1
L
F
8
"
C
P
E
P
@
0
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2
5
%
89 LF 8" C
P
E
P
@
0
.
2
5
%
57 LF 8" C
P
E
P
@
0
.
2
5
%
86 LF 8" CPEP @ 0.25%
34 LF 12" CPEP @ 2.14%
5 LF 12" CPEP @ 2.00%
29 LF 6" PVC @ 0.25%
SE
N
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SW 12TH
S
T
SW 13TH
S
T
INTERSTATE 405
24 LF 8" CPEP @ 0.25%
57
L
F
8
"
C
P
E
P
@
0
.
2
5
%
STORM PIPE
TO REMAIN
CAP AND
ABANDON
STORM PIPE
REDIRECT ROOF
DRAINS INTO CB #10
REDIRECT ROOF
DRAINS INTO CB #1
CAP AND
ABANDON
STORM PIPE
CAP AND
ABANDON
STORM PIPE
STORM PIPE
TO REMAIN
ROUTE NEW ROOF
DRAINS INTO CB #3
ROUTE NEW ROOF
DRAINS INTO CB #3
RECONNECT ROOF
DRAIN WITH NEW INVERT
BLDG ADDITION
FF: 21.95
EXISTING
BUILDING
29 LF 8" CPEP @ 0.49%
130 LF 6" PVC @ 0.27%
16 LF 6" PVC @ 0.25%
CB #4
N 173758.79
E 1296263.78
RIM: 21.60
IE: 18.72 8" (NW)
IE: 18.72 8" (E)
CB #2
N 173790.74
E 1296405.48
RIM: 21.60
IE: 18.64 8" (W)
IE: 18.64 8" (N)
CB #1
N 173874.77
E 1296386.65
RIM: 21.60
IE: 18.86 8" (S)
IE: 18.86 8" (NE)
CO #1
N 173976.34
E 1296194.85
RIM: 21.97
IE: 19.64 6" (W)
CB #8
N 173980.40
E 1296176.82
RIM: 21.26
IE: 18.80 12" (W)
IE: 18.80 12" (N)
CB #7
STORMFILTER CATCHBASIN
N 173985.44
E 1296176.98
RIM: 21.20
IE: 18.90 12" (S)
IE: 18.90 12" (NE)
CB #10
N 173835.29
E 1296174.69
RIM: 21.17
IE: 19.01 8" (SE)
IE: 19.18 6" (NE)
IE: 19.18 6" (NW)
CB #9
N 173981.17
E 1296143.14
RIM: 20.16
IE: 18.08 12" (E)
IE: 18.08 12" (N)
IE: 18.08 12" (S)
CB #6
N 173814.05
E 1296236.22
RIM: 21.41
IE: 18.92 8" (SW)
CB #5
N 173795.86
E 1296220.61
RIM: 21.56
IE: 18.86 8" (NW)
IE: 18.86 8" (SE)
IE: 18.86 8" (NE)
CB #3
N 173778.29
E 1296350.24
RIM: 21.60
IE: 18.50 8" (W)
IE: 18.50 8" (E)
IE: 18.17 12" (SE)
EXIST. CB1
N 173898.95
E 1296401.89
RIM: 21.31
IE: 19.00 8" (SW)
IE: 19.00 8" (N)
CO #3
N 173847.01
E 1296163.19
RIM: 21.38
IE: 19.22 6" (N)
IE: 19.22 6" (SE)
CO #2
N 173976.94
E 1296166.26
RIM: 21.37
IE: 19.57 6" (E)
IE: 19.57 6" (S)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
DRAINAGE PLAN
C4.1Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
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_
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\
2
2
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0
8
1
9
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S
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-
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T
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M
.
d
w
g
HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE,
GRID BEARING OF
NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE
INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF
RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE
NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF
SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891,
RESPECTIVELY.
NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY
THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK
UNIT OF MEASUREMENT IS U.S. SURVEY FEET
ALL DISTANCES SHOWN ARE GROUND
A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND)
WAS HELD AT CITY OF RENTON CONTROL ID. 1895
NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL
BENCHMARK NETWORK) (NGS2018 GEOID - USED)
PROJECT PRIMARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1895
PUBLISHED ELEVATION: 25.702' NAVD 88
DESCRIPTION:
ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF
LIND AVE. SW AND SW 16TH ST.
PROJECT SECONDARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1891
PUBLISHED ELEVATION: 24.1568' NAVD 88
OBSERVED ELEVATION: 24.06' NAVD 88
DESCRIPTION:
MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT
A BRIDGE CROSSING OF SPRINGBROOK CREEK.
SITE BENCHMARK
OBSERVED ELEVATION: 27.41' NAVD 88
DESCRIPTION:
ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW
GRADY WAY AND SENECA AVE. SW
BASIS OF BEARING
HORIZONTAL DATUM
VERTICAL DATUM
STORM LINE TO
BE ABANDONED
STORM PIPE
TO REMAIN
1.EXISTING NW PARKING LOT WILL BE ROUTED TO SENECA AVE STORM
TO ELIMINATE STORM SYSTEM UNDER BUILDING ADDITION. RUNOFF
WILL RECIEVE WATER QUALITY TREATMENT PRIOR TO DISCHARGE
FROM SITE.
2.MAJORITY OF SITE WILL CONTINUE TO DISCHARGE AT EXISTING
BIOSWALE AND DETENTION POND. NEW TREATMENT AND FLOW
CONTROL IS NOT REQUIRED.
3.PROJECT IS IN THE BLACK RIVER BASIN. MATCH EXISTING
CONDITION AREAS TYPE FLOW CONTROL IS REQUIRED. SINCE THE
SITE IS FULLY DEVELOPED IN THE EXISTING CONDITION NO NEW
FLOW CONTROLS ARE PROPOSED.
GENERAL PROJECT NOTES
Preliminary
03/27/2025 9:08:46 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
SE
N
E
C
A
A
V
E
S
W
SW 12TH
S
T
SW 13TH
S
T
INTERSTATE 405
SSMH #2, PRECHANNELED
48" SSMH
RIM: 21.24
IE: 14.41 8" (N)
IE: 14.47 8" (E)
48 LF 8" PVC @ 0.46%
CO #2
RIM: 21.47
IE: 14.19 8" (S)
IE: 14.19 8" (N)
IE: 14.13 8" (W)95 LF 8" PVC @ 0.46%
SSMH #1, PRECHANNELED
48" SSMH
RIM: 22.02
IE: 13.76 8" (S)
IE: 13.70 8" (W)
IE: 13.70 8" (E)
EXISTING FIRE HYDRANT
RELOCATED FDC
NEW FIRE
SERVICE
CONNECTION
CONNECT TO EXISTING
WATER MAIN, PLUG AND
ABANDON MAIN TO THE EAST
CONNECT TO EXISTING
WATER MAIN, PLUG AND
ABANDON MAIN TO THE WEST
15.00' WATER
EASEMENT
RELOCATE OWS OUTSIDE
OF BLDG ADDITION
BLDG ADDITION
FF: 21.95
EXISTING
BUILDING
11 LF 8" PVC @ 2.21%
CO #1
RIM: 21.47
IE: 14.37 8" (W)
IE: 14.37 8" (E)
EXISTING FIRE
HYDRANT
EXISTING
SEWER PIPE
TO REMAIN
EXISTING
SEWER PIPE
TO REMAIN
EXISTING
SEWER PIPE
TO REMAIN
IE: 14.55 8" (E)
IE: 14.80 8" (W)
UNDERGROUND
EXISTING POWER
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
UTILITY PLAN
C5.1
7
Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
\
1
0
_
C
I
V
\
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A
D
\
2
2
4
0
8
1
9
-
S
H
-
U
T
I
L
.
d
w
g
HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE,
GRID BEARING OF
NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE
INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF
RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE
NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF
SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891,
RESPECTIVELY.
NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY
THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK
UNIT OF MEASUREMENT IS U.S. SURVEY FEET
ALL DISTANCES SHOWN ARE GROUND
A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND)
WAS HELD AT CITY OF RENTON CONTROL ID. 1895
NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL
BENCHMARK NETWORK) (NGS2018 GEOID - USED)
PROJECT PRIMARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1895
PUBLISHED ELEVATION: 25.702' NAVD 88
DESCRIPTION:
ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF
LIND AVE. SW AND SW 16TH ST.
PROJECT SECONDARY BENCHMARK:
CITY OF RENTON CONTROL ID. 1891
PUBLISHED ELEVATION: 24.1568' NAVD 88
OBSERVED ELEVATION: 24.06' NAVD 88
DESCRIPTION:
MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT
A BRIDGE CROSSING OF SPRINGBROOK CREEK.
SITE BENCHMARK
OBSERVED ELEVATION: 27.41' NAVD 88
DESCRIPTION:
ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW
GRADY WAY AND SENECA AVE. SW
BASIS OF BEARING
HORIZONTAL DATUM
VERTICAL DATUM
NEW 8"
WATER MAIN
NEW 8"
WATER MAIN
8.00'
REDIRECT AND
UNDERGROUND POWER
ACROSS THE SITE
Preliminary
03/27/2025 9:08:46 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
SE
N
E
C
A
A
V
E
S
W
SW 12TH ST
24.99'20.60'
REPLACE EXISTING 8"
WATER MAIN WITH
NEW 12" WATER MAIN
END WATER MAIN
REPLACEMENT
RECONNECT
HYDRANTRECONNECT
SERVICE
BEGIN WATER MAIN
REPLACEMENT
REPLACE DRIVEWAY
APPROACH PER COR
STD PLAN 104
REPLACE DRIVEWAY
APPROACH PER COR
STD PLAN 104
BEGIN CURB, GUTTER, SIDEWALK
CONNECT TO EXISTING
END CURB, GUTTER,
SIDEWALK CONNECT
TO EXISTING
RECONNECT
SERVICE
LI
N
D
A
V
E
S
W
REPLACE DRIVEWAY
APPROACH PER COR
STD PLAN 104
RECONNECT
HYDRANT RECONNECT
SERVICERECONNECT
SERVICE
RECONNECT
SERVICE
21.48'
APPROXIMATELY 520 LF
12" WATER MAIN
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
8SW 12TH ST FRONTAGE IMPROVEMENTS
C6.1Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
\
1
0
_
C
I
V
\
C
A
D
\
2
2
4
0
8
1
9
-
S
H
-
F
R
O
N
T
A
G
E
-
1
2
T
H
.
d
w
g
Preliminary
03/27/2025 9:08:46 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
SENECA AVE SW
S
W
1
2
T
H
S
T
S
W
1
3
T
H
S
T
REPLACE DRIVEWAY
APPROACH PER COR
STD PLAN 104
REPLACE
DRIVEWAY
APPROACH
PER COR STD
PLAN 104
25.28'
24.11'
UNDERGROUND
POWER HEADING EAST
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
WALKER SUBARU SERVICE CENTER
SITE PLAN REVIEW
AHBL JOB #2240819.10
9
Know what's below.
before you dig.Call
R
R-____
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
9
SENECA AVE SW FRONTAGE
IMPROVEMENTS
C7.1Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
\
1
0
_
C
I
V
\
C
A
D
\
2
2
4
0
8
1
9
-
S
H
-
F
R
O
N
T
A
G
E
-
S
E
N
E
C
A
.
d
w
g
Preliminary
03/27/2025 9:08:46 AM
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697