HomeMy WebLinkAboutAPPROVED_Walker_CCP_DC1_260717GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
6' CLF
6' CLF
8' CLF
E/C
E/C
GATE
C/G
C/G
RA/W
RA/W
RA/W
BUILDING FINISH FLOOR AT
CENTER OF PED. DOOR
LABELED "SPRINKLER ROOM"
ELEV=21.95' NAVD 88
E/C
E/C
E/C
COLUMN
CONC.
CANOPY
COLUMN
CONC.
CANOPY
COLUMN
GATE
GATE
4' CLF
4' CLF
4' CLF
4' CLF
EDGE
CANOPY
(TYPICAL)
13"MAPLE
17"
MAPLE
11"
MAPLE
14"MAPLE
GATE 6' CLF
STEEL POST
FOR AERIAL
SUBARU SIGN
26.9'DRIVEWAY
C/G RA/W
6' CLF
6' CLF
6' CLF 6' CLF
6' CLF
6' CLF
6' CLF
GATE
6' CLF
FENCE TRANSITION
6' CLF/6' STEEL
6' STEEL
STORMWATER
DETENTION
POND
6' CLF
6' CLF
6' CLF
6' CLF
6' CLF
8' CLF
8' CLF
8' CLF
8' CLF
8' CLF
6' CLF
4' CLF
0.7'
1.2'
4.4'
2.8'
1.5'
0.8'
0.8'
1.5'
1.4'
1.0'
2.1'
0.4'
0.9'
525.46'(C)
L2
1
N77°24'38"
E
123.29'
11
4
.
3
4
'
S86°20'10"W
391.52'
25
4
.
8
8
'
A/W
A/W
0.7'
0.9'
1.0'
0.8'
3-WAY 6' CLF
INTERSECTION
BEARS S15°13'E,
6.2'
8'/6' CLF INTERSECTION
BEARS S26°55'W, 0.8' FROM THE
CALCULATED LOT CORNERGATE
8'/6' CLF INTERSECTION
BEARS S79°15'W, 2.9' FROM THE
CALCULATED LOT CORNER
75
.
2
0
'
6' CLF ANGLE POINT
BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER
8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT
CORNER
PSE ELECTRICAL
EASEMENT PER AFN
20030128002591
UTILITIES EASEMENT TO THE CITY OF RENTON
PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942
(ENCOMPASSES WHOLE VACATED STREET)
SE
N
E
C
A
A
V
E
S
W
SW 13TH
S
T
INTERSTATE 405
BLDG ADDITION
FF: 21.95
EXISTING
BUILDING
FF: 21.95
BLDG
ADDITION
10+00
11
+
0
0
12+00
13+00
1
4
+
0
0
14+10
STA:10+41.46, 0.00'
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA:11+29.25, 0.00'
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA:11+39.31, 0.00'
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA:13+07.56, 0.00'
1-90° 10" BEND (MJ)
1-10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
STA:14+00.49, 0.00'
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
15' EASEMENT
15' EASEMENT
15' EASEMENT88 LF 10" DI CL52
10 LF 10" DI CL52
168 LF 10" DI CL52
93 LF 10" DI CL52
21.00
2
1
.
0
0
22.00
22
.
0
0
23
.
0
0
23
.
0
0
22.00
23.00
22.00
22.00
22.00
22.0022.00
PROTECT EXISTING
WATER METER AND
SERVICE LINE
PROTECT EXISTING
IRRIGATION METER
AND SERVICE LINE
1" WATER SERVICE AND RPBA BACKFLOW DEVICE
INSTALL 1" RPBA IN ABOVE GROUND ENCLOSURE
LOCATED IN PLANTER STRIP BEHIND NEW WATER
METER PER STD PLAN 360.1
SEE SHEET C5.2 FOR
FIRE SYSTEM PLAN
1" WATER SERVICE
PER COR STD PLAN 320.1
DROP-IN METER BY CITY FORCES.
DROP-IN METER PERMIT REQUIRED.
N 173834.31
E 1296191.97
EXISTING 10"
WATER MAIN
FIRE RISER LOCATION
SEE SHEET C5.2 FOR
FIRE SYSTEM PLAN
STA:10+29.32, 0.00'
10"x6" TEE (MJxFL)
6" GATE VALVE (FLxMJ)
10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
CONNECT TO EXISTING 10"
WATER WITH 10" SLEEVE (MJ)
BY CITY FORCES
CONNECT TO EXISTING 10"
WATER WITH 10" SLEEVE (MJ)
BY CITY FORCES
STA:13+94.00, 0.00' RT
POLYPIGGING STATION
PER COR STD PLAN 300.7
EXISTING WATER MAIN TO BE ABANDONED IN PLACE.
CONTRACTOR TO COORDINATE WITH GEOTECHNICAL
ENGINEER FOR ALL PIPES PLANNED TO BE
ABANDONED UNDER BUILDING FOUNDATION.
5 LF 10" DI CL52
11 LF 10" DI CL52
12 LF 10" DI CL52
CAP EXISTING
WATER MAIN TO
BE ABANDONED.
CAP EXISTING
WATER MAIN TO
BE ABANDONED.
14
15
20
25
14
15
20
25
10+00
FG
2
1
.
5
1
FG
2
1
.
5
9
10+50
FG
2
1
.
4
7
FG
2
1
.
4
8
11+00
FG
2
1
.
5
4
FG
2
1
.
7
1
11+50
FG
2
1
.
8
5
FG
2
1
.
8
6
12+00
FG
2
1
.
7
2
FG
2
1
.
6
6
12+50
FG
2
1
.
7
4
FG
2
1
.
7
4
13+00
FG
2
1
.
7
0
FG
2
1
.
5
7
13+50
FG
2
1
.
5
9
FG
2
1
.
5
1
14+00
FG
2
1
.
4
7
14+10.49
FG
2
1
.
1
1
EXISTING 10" WATER MAIN,
CONTRACTOR TO POTHOLE
AND VERIFY DEPTH PRIOR TO
CONSTRUCTION.
8" STORM
CROSSING 8" STORM
CROSSING
6" STORM
CROSSING
FINISHED GRADE AT
WATER CENTERLINE
EXISTING GRADE AT
WATER CENTERLINE
FINISHED GRADE AT
WATER CENTERLINE
EXISTING GRADE AT
WATER CENTERLINE
STA: 10+41.46
CONNECT TO EXISTING
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA: 11+29.25
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA: 11+39.31
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
STA: 13+07.56
1-90° 10" BEND (MJ)
1-10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
STA: 14+00.49
CONNECT TO EXISTING
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
10 LF 10" DI CL52
88 LF 10" DI CL52
168 LF 10" DI CL52 93 LF 10" DI CL52
EXISTING 10" WATER MAIN,
CONTRACTOR TO POTHOLE
AND VERIFY DEPTH PRIOR TO
CONSTRUCTION.1.5' MIN
1.5' MIN
STA: 10+29.32
10"x6" TEE (MJxFL)
6" GATE VALVE (FLxMJ)
10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
5 LF 10" DI CL52
11 LF 10" DI CL52
12 LF 10" DI CL52
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
PERMIT SET
AHBL JOB #2240819.10
55
Know what's below.
before you dig.Call
R
C2
6
0
0
0
6
3
8
LU
A
2
5
-
0
0
0
1
7
1
PR
2
5
-
0
0
0
0
3
1
TE
D
-
4
0
-
4
3
8
8
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
34
WATER PLAN C5.1Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
\
1
0
_
C
I
V
\
C
A
D
\
_
F
i
n
a
l
D
e
s
i
g
n
\
2
2
4
0
8
1
9
-
S
H
-
W
A
T
R
.
d
w
g
WATER PROFILE
SCALE: H:1"=20', V:1"=2'
EXISTING FIRE
HYDRANT
PROTECT
EXISTING FIRE
HYDRANT
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)
BASIS OF BEARING
HORIZONTAL DATUM
VERTICAL DATUM
W-438801
WT
R
-
2
7
-
4
3
8
8
ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S)
SHALL HAVE A WEDGE-TYPE RETRAINER GLAND EQUAL TO MEGALUG
SERIES 110
WATER UTILITY NOTE
1
1
07/01/2026
DEVELOPMENT ENGINEERING
msippo 07/17/2026
GP
GP
RA/W
BUILDING FINISH FLOOR AT
CENTER OF PED. DOOR
LABELED "SPRINKLER ROOM"
ELEV=21.95' NAVD 88
E/C
E/C
COLUMN
17"
MAPLE
11"
MAPLE
14"
MAPLE
RA/W
6' CLF
6' CLF
GATE
25
4
.
8
8
'
75
.
2
0
'
UTILITIES EASEMENT TO THE CITY OF RENTON
PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942
(ENCOMPASSES WHOLE VACATED STREET)
B
L
D
G
A
D
D
I
T
I
O
N
F
F
:
2
1
.
9
5
EXISTINGBUILDING
FF: 21.95
22.0022
.
0
0
22
.
0
0
1 - FIRE DEPARTMENT
CONNECTION
PROVIDE APPROVED BALL
DRIP DRAIN AND DRAINAGE ROCK
N 173830.97
E 1296160.87
BLDGADDITION
DDCVA FIRE BACKFLOW ASSEMBLY SHALL BE
INSTALLED INSIDE THE BUILDING PER COR STD
DETAIL 360.5. FIRE SERVICE LINES TO BE 4" DI CL 52.
REFER TO FIRE PROTECTION NOTE ON SHEET C5.2
1 - PIV VALVE PER
COR STD DTL 360.5
N 173847.68
E 1296211.62
EXISTING FIRE
HYDRANT TO REMAIN
52LF 6" DI CL52
9LF 6" DI CL52
19LF 6" DI CL52
1 - 90° 6" BEND (MJ)
FIRE RISER
LOCATION
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
PERMIT SET
AHBL JOB #2240819.10
55
Know what's below.
before you dig.Call
R
C2
6
0
0
0
6
3
8
LU
A
2
5
-
0
0
0
1
7
1
PR
2
5
-
0
0
0
0
3
1
TE
D
-
4
0
-
4
3
8
8
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
FIRE PROTECTION NOTES
35
FIRE SYSTEM PLAN C5.2Q:
\
2
0
2
4
\
2
2
4
0
8
1
9
\
1
0
_
C
I
V
\
C
A
D
\
_
F
i
n
a
l
De
s
i
g
n
\
2
2
4
0
8
1
9
-
S
H
-
F
I
R
E
-
S
Y
S
M
-
P
L
A
N
.
d
w
g
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A
FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE
FIRE PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY
DEVIATE FROM THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE
SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL. CONTRACTOR'S
BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION
ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL
FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY
"NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING
BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS.
1 FIRE SYSTEM ENLARGEMENT
FIRE SPRINKLER NOTE
WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER
SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT MUST BE INSTALLED AND
CERTIFIED BY A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL "U"
CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS OR FIRMS NOT
CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS
PROHIBITED UNDER WAC 212-80.
SEE SHEET C5.1 FOR
WATER SERVICE PLAN
SEE SHEET C5.1 FOR
WATER MAIN PLAN
W-438802
WT
R
-
2
7
-
4
3
8
8
EXISTING FIRE SPRINKLER NOTE
EXISTING FIRE SPRINKLER TO BE MAINTAINED UNTIL NEW FIRE SYSTEM IS
OPERATIONAL. CONTRACTOR TO COORDINATE SEQUENCING WITH RRFA AND COR
WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION.
SEE EXISTING FIRE
SPRINKLER NOTE
1
07/01/2026
DEVELOPMENT ENGINEERING
msippo 07/17/2026