HomeMy WebLinkAboutP_CivilSitePlan_260805_v1ECB
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SEE SURVEY SHT
6 OF 6 FOR
PARCEL SITE PLAN
SITE PLAN
SWARR STATION SECURITY MAINTENANCE
QUARTER-SECTION-TOWNSHIP-RANGE: SW 1/4 SEC. 20, TWP 23 N., RNG. 05E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
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WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
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COVER SHEET
04/19/202604/14/2026
PSE DWG # C3D11-578_S01
2026.05.20 15:35:38-07'00'
DETAIL
SECTION
DETAIL CALLOUT
DETAIL LABEL
SECTION CALLOUT
SECTION LABEL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
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WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
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GENERAL NOTES, SYMBOLS & ABBREVIATIONS
04/19/202604/14/2026
PSE DWG # C3D11-578_S02
2026.05.20 15:38:47-07'00'
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P RENTON
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KEY/CARD PAD
DECIDUOUS TREE
CONIFEROUS TREE
STORM CATCH BASIN
SEWER MANHOLE
POWER CABINET
POWER RISER
POWER JUNCTION/PULL BOX
CARSONITE UTILITY MARKER
STORM CULVERT
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ECB
TAX LOT / PARCEL NUMBER0123456789
LEGEND
SURVEY NOTES
1.PURPOSE OF THIS SURVEY THIS SURVEY WAS PERFORMED DURING JULY, AUGUST, SEPTEMBER, OCTOBER, AND NOVEMBER 2024 IN SUPPORT OF A PUGET SOUND ENERGY FENCE DESIGN
PROJECT AND IS INTENDED TO BE USED FOR THIS PURPOSE. SPECIFIC INFORMATION SHOWN HEREON SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS TO BE USED FORPURPOSES OTHER THAT WHAT IT WAS INTENDED FOR.
2.METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A TRIMBLE S7 TOTAL STATION AND A TRIMBLE R-10 GPS RECEIVER. THIS SURVEY COMPLIES WITH THE
MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL TOLERANCE LEVELS OF LESS
THAN 0.011 METERS).
3.HORIZONTAL & VERTICAL DATUM BEARINGS AND COORDINATES SHOWN HEREON ARE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. THE GEODETIC BASIS IS NAD83(2011)[2010.00] BASED UPON TIES TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN). VERTICAL DATUM HEREON IS NAVD 88.
4.CONTOUR INTERVAL 1 FOOT.
5.SOURCE OF CONTOUR LINES CONTOUR LINES REPRESENTED HEREON WERE DERIVED FROM CONVENTIONAL GROUND SURVEY DATA WITHIN MARKED BOUNDARY. CONTOUR LINES OUTSIDE
OF SAID MARKED BOUNDARY WERE DERIVED FROM THE USGS 3DEP KING COUNTY WEST AERIAL LIDAR DATA COLLECTION THAT TOOK PLACE ON 4/13/2021.
6.RIGHT-OF-WAY SHOWN HEREON WERE CALCULATED BASED ON SURVEYED MONUMENT LOCATIONS TOGETHER WITH READILY AVAILABLE PUBLIC RECORDS.
7.PROPERTY LINES SHOWN HEREON WERE CALCULATED BASED ON READILY AVAILABLE PUBLIC RECORDS AND SUPPLEMENTED WITH KING COUNTY ASSESSOR AND GIS DATA.
8.UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A UTILITY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS-BUILT ANDREFERENCE DRAWINGS. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE
UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.
LEGAL DESCRIPTION (SEE SHEET 6 FOR PARCEL SITE PLAN)
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 20;
THENCE NORTH 02°06’30” EAST 501.87 FEET;
THENCE NORTH 87°09’25” EAST PARALLEL WITH THE SOUTH LINE OF SAID SECTION 20, 70.26 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 02°06’30” EAST 1666.903 FEET;
THENCE NORTH 74°32’17” EAST 144.091 FEET TO A POINT ON THE WESTERLY MARGIN OF A STRIP OF LAND CONVEYED FOR ROADWAY TO THE CITY OF RENTON BY PUGET PROPERTIES, INC., AND
RECORDED UNDER RECORDING NO. 5646273;
THENCE SOUTH 16°20’40” EAST ALONG SAID WESTERLY MARGIN, 1115.915 FEET TO A POINT OF CURVATURE;
THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 384.26 FEET TURNING THROUGH A CENTRAL ANGLE OF 35°18’25”, AN ARC DISTANCE OF 236.79 FEET;
THENCE SOUTH 21°20’40” EAST 429.865 FEET;
THENCE SOUTH 87°09’25” WEST 801.99 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT ANY PORTION WITHIN THE RIGHTS OF WAY FOR STATE ROUTE 515 AND PUGET DRIVE SOUTH.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TITLE NOTES
NOTES PROVIDED BELOW REFERENCE CHICAGO TITLE INSURANCE COMPANY TITLE ORDER 0281147-16, BEARING A COMMITMENT DATE OF SEPTEMBER 25, 2024. NO FURTHER SEARCH INTO THERECORD WAS REQUESTED OR PERFORMED. THE FOLLOWING NOTES PERTAIN TO "SCHEDULE B - "SPECIAL EXCEPTIONS", AS DISCLOSED WITHIN SAID REPORT.
1.PARAGRAPH 7: SUBJECT TO SEWER EASEMENT PER RECORDING NUMBER 6014798. (AFFECTS PROPERTY, PLOTTED)
2.PARAGRAPH 8: SUBJECT TO PUBLIC UTILITIES EASEMENT PER RECORDING NUMBER 7707011008 AND 7707011009. (AFFECTS PROPERTY, PLOTTED)
3.PARAGRAPH 9: SUBJECT TO SEWER EASEMENT PER RECORDING NUMBER 7812210942. (AFFECTS PROPERTY, PLOTTED)
4.PARAGRAPH 11: SUBJECT TO WATER EASEMENT PER RECORDING NUMBER 9511160392. (AFFECTS PROPERTY, PLOTTED)
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ASPHALTASPH
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DITCH
CONC
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TOE
TOP
TOE OF SLOPE
TOP OF SLOPE
CREEK OR RIVER THALWEG
SECTION LINE
EXISTING RIGHT-OF-WAY LINE
FENCE LINE (TYPE AS NOTED)x x x
EXISTING RIGHT-OF-WAY CENTER LINE
EDGE OF GRAVEL
DITCH
TOE OF SLOPE
TOP OF SLOPE
POWER LINEPP
STORM DRAIN PIPESDSD
WATER PIPEWW
GIS PROPERTY LINE
LAKE SHORE
N.T.S.
VICINITY MAP
SITE167181
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LIGHT POLE
LIGHT POLE WITH ARM
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WETLAND DATA PLOT
WATER RISER
WATER VALVE
FIRE HYDRANT
WATER METER
IRRIGATION CONTROL VALVE
POWER POLE/LIGHT POLE
GAS VAULT
GAS RISER
GAS VALVE
UNKNOWN UTILITY POLE
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BOULDER
WATER BLOW-OFF
U
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EDGE OF PAVEMENTEP
CONCRETE BLOCK WALLCBW
EDGE OF GRAVELEG
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EDGE OF DITCH
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WALL
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REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
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G003 SHT: 03 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S03
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NAIL IN CONC FILLED 2" IRON PIPEIN CONC MONUMENT IN CASE-0.6' BELOW GRADE (VISITED JUNE 2023)
389+83.40 P.T. BK389+92.43 AHD. 31'RT. (DOT)
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391+62.25 31' RT (DOT)391+62.28 32'RT (C)
8898700660
8898700670
8898700680
2023059071
2100 BENSON DR S
2107 WELLS CT S
2103 WELLS CT S
2104 WELLS CT S
VARIES R/
W
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VARIES R/
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VARIES
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NT 10481
NT 10489
NT 10487
NT 10474
NT 10462
5792
5632
5633
5641
5635
5640
5639
7' CLF W/ BW
M
TOP
TO
P
TOE/ROCKER
Y
CULVERT24" CONC HALF OF PIPE IE=155.9
24" CONC
W/ CAMERAS
TOP
TOE
TOP TOP
TO
P
7' CLF W/ BW
NT 20516NT 20518
NT 20517
NT 20346 NT 20522
NT 20555
NT 20547
NT 20523
NT 20554
NT 20553
NT 20552NT 20551
NT 20527
NT 20528
NT 20529
NT 20530NT 20550
NT 20549
NT 20548
NT 20546
NT 20545
NT 20556NT 20592
NT 20561
NT 20557
56375636
PT 20560
NT 20562
NT 20563
NT 20564
NT 20544 NT 20539
NT 20538
NT 20299 NT 20302
NT 20341
NT 20343
NT 20536
NT 20535NT 20534
NT 20533
NT 20532
NT 20531
NT 20342
NT 20344
NT 20537
NT 20345
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
GV
DIT
DIT
TOPOGRAPHIC SURVEY
PLANIMETRIC SURVEY
SURVEY BOUNDARY(JULY-NOVEMBER 2024)
USGS 3DEP KING COUNTYWEST LIDAR (APRIL 2021)
SURVEY BOUNDARY
(JULY-NOVEMBER 2024)
USGS 3DEP KING COUNTY
WEST LIDAR (APRIL 2021)
SURVEY BOUNDARY
(JULY-NOVEMBER 2024)
USGS 3DEP KING COUNT
Y
WEST LIDAR (APRIL 2021)
21
0
21
2
20
5
20
0
19
5
1
9
4
193
190
18
5
1
8
0
178
1
7
7
175
175
18
0
185
190
156
155
163
165
1
7
0
1
7
5
1
8
0
18
5
NO ABOVE GROUND FEATURESOR UTILITIES ARE SHOWN
CE
N
T
E
R
L
I
N
E
R/
W
G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G
G
G G G G G G G G G G G G G
G
G
G G G G
G
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G G G G G G G G G
G G G
G
G
G
G G G G G G G G
G
GAS LOCATE WASPERFORMED BYAPS IN THIS AREA
TOE
EP
EP
TOP
2100 BENSON DR S
2023059071
GAS LOCATE WAS PERFORMED BYWILLIAMS IN THIS AREA
SWARR STATION
15
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W
I
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E
P
U
B
L
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I
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EA
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T
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O
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D
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N
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77
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7
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1
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0
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6
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1
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5
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4
5
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4
9
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W
6
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1
5
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REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
OF
SvBSXpsen0000-1275.dwg
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DECEMBER 22, 2025
NPR
AALA
1"=20'
PSEN0000-1275
26
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14
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SEE SHEET 4
Adam A LaPlant
Adam A LaPlant
2026.01.07
13:13:34-08'00'
G004 SHT: 04 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S04
W
W
W
W
W
W
x
x
x
x
xxxxxxxxxxxxxxxxxxxxxxxxxx
7' CLF W/ BW 5.5' CLF
5.5' CLF 7' CLF W/ BW
7' CLF W/ BW
7'
C
L
F
W
/
B
W
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
CULVERT36" CMP NWTOP OF PIPE=160.1
CULVERT24" CPP NETOP OF PIPE=166.2
TO
P
TO
E
TO
P
7'
C
L
F
W
/
B
W
CULVERT24" CPP SW TOP OF PIPE=167.2DIT
889870TR-D
8898700710
8898700720
8898700730
2023059071
N/A
1016 S 22ND CT
1022 S 22ND CT
1102 S 22ND CT
2100 BENSON DR S
TOP
TOP
ASPHDW
EP
EP
EP
ASPH
7'
C
L
F
W
/
B
W
2023059071
2100 BENSON DR S
2023059071
2100 BENSON DR S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
24" CP
P
5793
5794
5800 9960
9962
NT 10417
9971
5786
NT 10794
NT 10791
NT 10792
NT 10405
9973
5783
57825781
NT 10799
NT 10800
NT 10801
9979
NT 10802
5805
5777
5530 5776
5775
5774
5531
5532
5533
5773
5534
5535
5772
SWARR STATION
CREEKCONTINUES
NORTH
M
TOP
TOE
TOE
TOE
TOP
ER(2)
TOE
3
6
"
C
M
P
GVL24
"
C
O
N
C
P
I
P
E
W/
N
O
T
O
P
S
D
S
D
S
D
SP-3
SP-4
TOP
GVL
GVL
WV
CULVERT8" RCP NW TOP OF PIPE=156.5
TOP
TO
P
NT 20293
NT 20292 NT 20291
NT 20290
NT 20298 NT 20305
NT 20304
NT 20303
NT 20300
NT 20301
NT 20302
NT 20306
NT 20244
NT 20239NT 20238 NT 20237
NT 20236
NT 20241
NT 20242
NT 20243 NT 20235 NT 20234
NT 20240
TO
E
P
P
P
P
P
P
P
P
P
P
P P P P P
DIT
P
EG
EG
E
G
EG
24"
C
P
P
P
I
P
E
W/ N
O
T
O
P
1
7
6
1
7
5
17
0
16
9
170
175
174
178
18
0
185184 18
7
188
19
0
19
5
20
0
20
5
21
0
21
5
2
2
0
2
2
5
23
0
23
5
240
244
2
3
9
23
6
2
3
5
2
3
7
2
3
8
17
0
16
5
165
163
170
1
7
5
1
8
0
2
1
7
20
0
1
9
5
1
9
0
1
8
5
1
8
0
17
5
17
0
162
SURVEY BOUNDARY
(JULY-NOVEMBER 202
4
)
USGS 3DEP KING COU
N
T
Y
WEST LIDAR (APRIL 20
2
1
)
USGS 3DEP KING COUNTY
WEST LIDAR (APRIL 2021)
SURVEY BOUNDARY
(JULY-NOVEMBER 2024)
USGS 3DEP KING COUNTY
WEST LIDAR (APRIL 2021)
USGS 3DEP KING COUNTYWEST LIDAR (APRIL 2021)
24" CPP PIP
E
W/ NO TOP
SS
SS
S
SSMHRIM=170.078" PVC N IE=160.18" PVC S IE=160.2
8" PVC SW IE=160.3
TO
P
SSMH
RIM=158.008" PVC N IE=151.58" PVC S IE=153.5S
G G G G G G G G
G G G
G G G G G G G G
G G G G G
APS PH-3TOP OF 8" PIPEEL = 154.0
APS PH-2TOP OF 10" PIPEEL = 150.6
10'
10'
5'
EP
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
CULVERT
8" RCP SE TOP OF PIPE=153.4
CULVERT24" CONC HALF OF PIPE IE=155.4
10' WIDE WATER
EASEMENT PER
RECORDING NO.9511160392
GAS LOCATE WASPERFORMED BYWILLIAMS IN THIS AREA
GAS LOCATE WASPERFORMED BY
APS IN THIS AREA
15' WIDEPERMANENTEASEMENT
P
E
R
RECORDING
N
O
.
7812210942
10' WIDE TE
M
P
C
O
N
S
T
R
U
C
T
I
O
N
EASEMENT P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7812210942
15
'
15
'
W
I
D
E
PU
B
L
I
C
UT
I
L
I
T
I
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S
EA
S
E
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E
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RE
C
O
R
D
I
N
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NO
.
7
7
0
7
0
1
1
0
0
9
15'
15' WIDE
PUBLIC
UTILITIES
EASEMENT
PER
RECORDING
NO.
7707011009
15'
15'
W
I
D
E
P
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B
L
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I
L
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EA
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C
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77
0
7
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1
1
0
0
9
APS PH-1TOP OF 16" PIPE
EL = 151.5
LOST
SIGNAL
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S
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1
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2
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E
4
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9
.
8
7
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S87°07'55"W 764.47'
S
P
U
G
E
T
D
R
REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
OF
SvBSXpsen0000-1275.dwg
Sa
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D
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:
Pl
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DECEMBER 22, 2025
NPR
AALA
1"=20'
PSEN0000-1275
36
®
14
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SEE SHEET 4
Adam A LaPlant
Adam A LaPlant
2026.01.07
13:13:46-08'00'
G005 SHT: 05 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S05
P
P
P
P P P
P
W
W
W
W
W
W
W
W
W
P
P
P
P
P
P
P
P
P
P
P
P P
P
P P P
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
x
x
x
x
x
x
CULVERT12" PVC NWTOP OF PIPE=165.3
CULVERT12" RCP N IE=153.5
SSMH
RIM=153.758" PVC NW IE=146.38" PVC S IE=146.5
TO
E
TO
P
SD
TO
E
W
W
W
W W
W
W
W
W
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CULVERT10" CMP NE TOP OF PIPE=165.2
SD
SD
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SD
SD
VARIES
EXPOSED
1
0
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2023059071
2100 BENSON DR S
EP EP
EP
EP EP
ASPH
TO
E
TO
P
ASPH
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7'
C
L
F
W
/
B
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7'
C
L
F
W
/
B
W
7'
C
L
F
W
/
B
W
TO
E
2023059071
2100 BENSON DR S2023059071
2100 BENSON DR S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
5532
5533
5773
5534
5535
5772
5538
5769
5539
5540
5541
5768
5764
5545
5760
5759
5758
5752
5750
5749
5721
5747
5744
57435601
5643
5642
5629
5630
5631
5632
5633
NT 10827
SWARR STATION
M
x
P
P
P
TOE
TOP
BUILDING
GA
T
E CONC
STEELSTEPS
EXPOSED PIPES
M
M
T
PP
PP
PP
x
TOP
TO
P
TOP
TO
P
T
O
P
TOP
TOP
TOE
TOE
TOP
TO
E
TOE
TO
E
T
O
E
TO
E
TOP
T
O
P
GVL
GVL
GVL
GVLDW
TOE
TO
P
T
O
P
ER(2)
TO
E
/
R
O
C
K
E
R
Y
CULVERT24" CONC HALF OF PIPE IE=155.9
EXPOSEDPIPES ON
CONC
GVL
GVL
GV
GAR(2)U
EX
P
O
S
E
D
P
I
P
E
S
ER
CULVERT12" PVC HALF OF PIPE S IE=151.0
SD
SD
CBW
24" C
O
N
C
P
I
P
E
W
/
N
O
T
O
P
3
6
"
C
O
N
C
CB TYPE 2RIM=148.7136" CONC NW IE=140.136" CMP SE IE=140.2
24" CONC SE IE=147.9
3
6
"
C
M
P
GVL
GVL24
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C
O
N
C
P
I
P
E
W/
N
O
T
O
P
S
D
S
D
TO
P
SHED
GVL
CONC
CONC
CONC
GVL
GVL
STEELSTEPS
CONC
ECB
EX
P
O
S
E
D
P
I
P
E
S
EX
P
O
S
E
D
P
I
P
E
S
GA
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GVL
GVL
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CW
CW
CONCW/ VENT
CONCW/ VENT
CONCW/ VENT
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EA
V
E
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SD
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CONCW/ VENT
CONCW/ AC UNIT
DI
T
/
H
A
L
F
P
I
P
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DI
T
/
H
A
L
F
P
I
P
E
TO
P
TOP
TO
P
TO
P
TO
P
TO
P
T
O
E
TO
E
TOPTOP
TOE
TOE
T
O
P
TO
P
T
O
P
GV
T
O
E TOPCONC
5602
5609
5608 5606
5607 56045603
5605
NT 11161
5611
5610 NT 20702
NT 20703
NT 20704
NT 20713NT 20712
5613
5614 NT 20706
NT 20707NT 20708
5615
5616
NT 20715
NT 20717
5617
NT 20718
NT 20721
NT 20722
5618
5619
NT 207235620
5621
5622
NT 20507
5624
5623
5625
5626
5627
NT 20513
NT 20514
5628 NT 20516NT 20518
NT 20519
NT 20517
NT 20346 NT 20522
NT 20555
NT 20547
NT 20523
NT 20520
NT 20521 NT 20524
NT 20525 NT 20526
NT 20554
NT 20553
NT 20552NT 20551
NT 20527
NT 20528
NT 20529
NT 20530NT 20550
NT 20549
NT 20548
NT 20546 NT 20298 NT 20305
NT 20304
NT 20303NT 20299
NT 20300
NT 20301
NT 20302
NT 20244
NT 20239NT 20238 NT 20237
NT 20236
NT 20241
NT 20242
NT 20243 NT 20235 NT 20234
NT 11530
NT 11153
NT 11155
NT 11272
NT 11271NT 11162
NT 20705
NT 20233
NT 20240
NT 20533
NT 20532
NT 20531
NT 20724 M
CONC
W W W W W W W W W W W
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PUTUT
P
P
P
P
W
W
P
P
P
P
P
P
P P P P P P
P
P P P P P P P
P
P
P
P
P
P
P
P
P
P
P
P
ER
ER
P
P
ER
P
24
"
C
O
N
C
P
I
P
E
W
/
N
O
T
O
P
DI
T
CULVERT12" PVC HALF OF PIPE S IE=151.2
DIT
W
/
2
4
"
C
P
P
LOSTSIGNALGV
ECC
ECC
GV
P
P
P
P
P
P
P
P
P
P
P
ER
ER(2) W/SENSOR
GV
URGV
TOE
ECCECC
E
C
C
ECC
P
P
P
P
P GRASS
GV
GV
ER
DI
T
DI
T
DIT
DIT
TOE
GVL
GVL
EXPOSED PIPES
E
G
EG
EG
EG
EG
EG
ASPH
SURVEY LIMITED TO CONTOURS
WITHIN THIS AREANO ABOVE GROUND FEATURESOR UTILITIES ARE SHOWN
TOPOGRAPHIC SURVEY
PLANIMETRIC SURVEY
156
155
157
15
6
155
157
157
157
1
7
0
1
5
0
14
9
SURVEY LIMITED TO CONTOURSWITHIN THIS AREANO ABOVE GROUND FEATURES
OR UTILITIES ARE SHOWN
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
SSMHRIM=158.008" PVC N IE=151.5
CE
N
T
E
R
L
I
N
E
R/
W
CE
N
T
E
R
L
I
N
E
G
G
G
G
G
G
G
G
G
G
G
G
EP
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
CULVERT8" RCP SE TOP OF PIPE=153.4
ECOLOGYBLOCK (TYP)
CULVERT12" PVC SE
TOP OF PIPE=155.3
NO. 7812210
9
4
2
10
'
W
I
D
E
W
A
T
E
R
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
10' WIDE WATER
EASEMENT PERRECORDING NO.
9511160392
15'
15' WIDE PUBLIC UTILITIES
EASEMENT PER
RECORDING NO.
7707011009
15' WIDE
PUBLIC
15'
15'
W
I
D
E
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
77
0
7
0
1
1
0
0
9
15'15' WIDE
PERMANENT
EASEMENT PER
RECORDING NO.
7812210942
10' WIDE TEMP
CONSTRUCTION
EASEMENT PER
RECORDING NO.
7812210942
10' WIDE WATER
EASEMENT PER
RECORDING NO.
9511160392
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
OF
SvBSXpsen0000-1275.dwg
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DECEMBER 22, 2025
NPR
AALA
1"=20'
PSEN0000-1275
46
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SEE SHEET 5
SEE SHEET 2 SEE SHEET 3
Adam A LaPlant
Adam A LaPlant
2026.01.07
13:13:58-08'00'
G006 SHT: 06 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S06
P P P P
P
P P
P
P
P
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 x x x x
7'
C
L
F
W
/
B
W
7' CLF W/ BW
7' CLF W/ BW
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
CULVERT12" DI SE TOP OF PIPE=147.6
SD
S
D
SD
SD
S
D
SD
SD
CB TYPE 1RIM=154.3712" CONC N IE=149.2
10" CMP E IE=149.412" CONC S IE=149.3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ASPHDW
GATE
TOPTOP
ER(2)
7'
C
L
F
W
/
B
W
T
O
E
TO
E
TO
E
TO
P
2100 BENSON DR S
SD
SD
SD
GATE
CBW
EXPOSED 12" CM
P
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
VARIES R/
W
VARIES
R/
W
N/
A
2023059071
2100 BENSON DR S
E
P
E
P
7'
C
L
F
W
/
B
W
TO
E
TO
E
2023059071
2100 BENSON DR S
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
S
S
SS
SS
S
S
SS
SS
S
S
SS
SS
S
S
SS
S
S
SSMHRIM=151.998" PVC NW IE=144.38" PVC SE IE=144.5
S
S
SS
S
S
S
S
SS
S
S
SS
S
S
S
5739
5738
5736
57355732
5731
5730
5733
5734
5729
5728
5727
5724 5725
5723
5722
57205721
5718
5717
5715
5713
5712
5711
5707
5706
5705
5704
5703
5702
5701
5700
5699
56975698
5696
5695
5694
5693
56915690
5689
5654
5653
55535554
5555
56555656
56625663
5664
56745677
5678
5679
5556
5557
5652
5595
5594
5593
5648
5646
5647
5645
5645
5596
NT 10617
5597
5598
NT 10621
5600
5599
NT 10833
NT 10834
SWARR STATION
M
M
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
P
TO
E
SP-1GEISP-2GEI
TO
E
TO
E
TOP
TO
P
TO
P
TO
P
T
O
P
EX
P
O
S
E
D
P
I
P
E
S
ER
GVL
ER
P P P P
M
M
GVL
GRASS
GRASS
TOPT
O
E
TOE TO
P
EXPOSEDUNK
STRUCTURE
TO
P
ER
GA
T
E
W/ CAMERAS
TOE
TOE
TO
P
/
E
G
EG
GVL
EG
TO
E
TO
E
36
"
C
O
N
C
ER
W/ SENSOR
TOP EPEPT
O
E
TOE
TO
E
TO
E
TO
E
TOP
CONC
CONC
5587
5588
5589
5590
5591
5592 NT 11081
NT 11084
NT 11085
NT 11086
NT 11087
NT 11088
NT 11089
5586
5585
5584
5583
55825581
5579
5580
5578
5577
5576
5573
5575
5572
5571
5570
5569
5567
55665568 5565
5562
5564
5563
5560
5561
5559
5558
NT 11152
PT 11443
PT 11444
PT 11404
5665
5666
5667
5574
NT 11154
TO
E
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
UT P
P P
P P ER P
P
ER
ER
P
P
ER
P ER
PP
P P P
ER
GV
CONC
GV
T
O
P
TOE
EX
P
O
S
E
D
P
I
P
E
S
TO
P
GVL
EX
P
O
S
E
D
P
I
P
E
S
7' CLF W/ BW
EG
EG
TOPOGRAPHIC SURVEY
PLANIMETRIC SURVEY
TOPOGRAPHIC SURVEY
PLANIMETRIC SURVEY
CB TYPE 2RIM=162.2818" CONC NE IE=157.018" CONC SW IE=157.4
12" CONC S IE=157.7
SD
SD
SD
SURVEY BOUNDARY(JULY-NOVEMBER 2024)
230
225
220
215
210
2
0
5
1
5
5
160
161
165
170
175
146
147
15
0
15
2
14
5
15
0
15
2
1
4
5
127
125
130
1
4
0
APS PH-4TOP OF 12" PVCEL = 146.9
T
O
E
UNDERGROUND
CENTER GAS TANK 38
UNDERGROUNDCENTER OF TANK 9
UNDERGROUND
CENTER OF TANK 8
UNDERGROUND
CENTER OF TANK 7
UNDERGROUNDCENTER OF TANK 6
UNDERGROUND
CENTER OF TANK 5
UNDERGROUNDCENTER OF TANK 4
UNDERGROUNDCENTER OF TANK 3
UNDERGROUNDCENTER OF TANK 2
UNDERGROUNDCENTER OF TANK 1
UNDERGROUND
CENTER GAS TANK 39
TOP/EG
EX
P
O
S
E
D
P
I
P
E
S
UNDERGROUND
CENTER GAS TANK 37
UNDERGROUND
CENTER GAS TANK 36
ERUNDERGROUND CENTER GAS TANK 19
UNDERGROUND CENTER GAS TANK 17
UNDERGROUND CENTER GAS TANK 16
UNDERGROUND CENTER GAS TANK 15
UNDERGROUND CENTER GAS TANK 14
UNDERGROUND CENTER GAS TANK 13
UNDERGROUND CENTER GAS TANK 12
UNDERGROUND CENTER GAS TANK 11
G
G
G
G
G
G
G
G
G
G
G
G
G
CIRCULARBASE W/EXPOSED
VERTICALPIPES
TO
P
CE
N
T
E
R
L
I
N
E
2023059071
20
2
3
0
5
9
0
9
3
TOPTOP
SURVEY LIMITED TO CONTOURSWITHIN THIS AREA
NO ABOVE GROUND FEATURES ORUTILITIES ARE SHOWN
EDGE OF TANK 1
10' WIDE WAT
E
R
E
A
S
E
M
E
N
T
PER RECORDI
N
G
N
O
.
9511160392
10'
10'
5'10' WIDE TE
M
P
CONSTRUCT
I
O
N
EASEMENT P
E
R
RECORDING
N
O
.
7812210942
15' WIDE PE
R
M
A
N
E
N
T
EASEMENT P
E
R
RECORDING
N
O
.
7812210942
ECOLOGYBLOCK (TYP)
15' WIDE
PERMANENT
EASEMENT P
E
R
RECORDING
NO. 7812210
9
4
2
10'
10'
5'
10' WIDE TEM
P
CONSTRUCT
I
O
N
EASEMENT P
E
R
RECORDING
N
O
.
7812210942
UNDERGROUND CENTER GAS TANK 18
UNDERGROUNDCENTER OF TANK 10
APPROX. LOCATIONOF WESTERLYTANK EDGE PER
GPR (TYP)
APPROX. LOCATION
OF WESTERLYTANK EDGE PERGPR (TYP)
APPROX. LOCATION
OF WESTERLY
TANK EDGE PERGPR (TYP)
APPROX.
LOCATION OFWESTERLYTANK EDGE PERGPR (TYP)
CIRCULARBASE W/
EXPOSEDVERTICALPIPES
20
'
20
'
W
I
D
E
S
E
W
E
R
AN
D
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
60
1
4
7
9
8
1
5
'
1
5
'
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7
7
0
7
0
1
1
0
0
8
CULVERT36" CMP IE=128.0
USGS 3DEP KING COUNTYWEST LIDAR (APRIL 2021)
APPROX. LOCATIONOF EASTERLY TANK
EDGE PER GPR(TYP)
S
P
U
G
E
T
D
R
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
S
1
6
°
2
2
'
1
0
"
E
1
,
1
1
5
.
9
2
'
REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
OF
SvBSXpsen0000-1275.dwg
Sa
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:
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DECEMBER 22, 2025
NPR
AALA
1"=20'
PSEN0000-1275
56
®
14
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F
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WASHIN G T O N
P
R
O F E SSIONAL
L
A
N
D
SU
RVEY
REGIST
E
R
ED49
2
8
3
R
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ADA
M
A
.
L
APL A N T
SEE SHEET 4
Adam A LaPlant
Adam A LaPlant
2026.01.07
13:14:10-08'00'
G007 SHT: 07 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S07
TAGNUMBER DIAMETER SPECIES
5539 8,16 CEDAR
5545 14 CEDAR
5541 24 CEDAR
5540 20 CEDAR
5535 20 CEDAR
5533 10, 14 CEDAR
5534 14 CEDAR
5532 14 CEDAR
5531 6 ALDER
5530 8 CEDAR
9973 12 DECIDUOUS
9979 12 CONIFER
9971 10 MAPLE
NT 10405 6 ALDER
NT 10417 22 CEDAR
9962 12,16,20 MAPLE
5800 14 MAPLE
9960 8,24 COTTONWOOD
5794 30 MAPLE
5793 14 MAPLE
5792 22 MAPLE
NT 10462 14 DECIDUOUS
5805 48 COTTONWOOD
NT 10474 14 ALDER
NT 10481 12 DECIDUOUS
NT 10487 16 DECIDUOUS
NT 10489 6 DECIDUOUS
5635 12 DECIDUOUS
5633 18 MAPLE
5632 24 MAPLE
5631 52 COTTONWOOD
5630 22,14 CEDAR
5629 16 COTTONWOOD
5593 6 ALDER
5594 8 ALDER
5595 8 ALDER
5596 12 ALDER
NT 10617 6 MAPLE
5597 10,6 ALDER
5598 10,6 ALDER
5599 12 FIR
NT 10621 6 ALDER
5600 8,6 ALDER
5601 30,8(X9)MAPLE
5556 24 FIR
5557 18 FIR
5553 14(X2)DECIDUOUS
5554 20 CONIFER
5555 20 CONIFER
5653 10 CONIFER
5689 8 CONIFER
5654 12 CONIFER
5691 18 COTTONWOOD
5690 32 COTTONWOOD
5693 24 COTTONWOOD
5694 26 COTTONWOOD
5695 8 MAPLE
5696 16 MAPLE
5697 22 COTTONWOOD
5698 12 MAPLE
5699 28 COTTONWOOD
5700 30 COTTONWOOD
5701 22 COTTONWOOD
5702 14 COTTONWOOD
5703 12,10 MAPLE
5704 30 COTTONWOOD
5705 16 COTTONWOOD
5706 12 MAPLE
5707 32 COTTONWOOD
5712 10 MAPLE
5713 20 MAPLE
5711 6 MAPLE
5715 24 COTTONWOOD
5717 24 COTTONWOOD
5717 24,20 COTTONWOOD
5721 20 COTTONWOOD
5720 14 COTTONWOOD
5722 30 COTTONWOOD
5723 24,10 COTTONWOOD
5724 22 COTTONWOOD
5725 8 MAPLE
5727 32 COTTONWOOD
5728 14 COTTONWOOD
5729 10 COTTONWOOD
5734 10 MAPLE
5733 12 COTTONWOOD
5730 14 COTTONWOOD
5731 10 COTTONWOOD
5732 22 COTTONWOOD
5735 18 COTTONWOOD
5736 16 COTTONWOOD
5738 18 COTTONWOOD
5739 26 COTTONWOOD
5743 20 COTTONWOOD
5744 36 COTTONWOOD
5747 14 COTTONWOOD
5750 14,12,6(X2)MAPLE
5749 34 COTTONWOOD
5721 12 DECIDUOUS
5752 14,12 MAPLE
5758 10 MAPLE
5759 26 COTTONWOOD
5760 24 COTTONWOOD
5764 42 COTTONWOOD
5768 10 ALDER
5769 8 ALDER
NT 10791 20 COTTONWOOD
NT 10792 6 ALDER
NT 10794 6 ALDER
5786 6(X2)CHERRY
5783 24 MAPLE
5782 12 MAPLE
5781 8 MAPLE
NT 10799 6 MAPLE
NT 10800 8 ALDER
NT 10801 8 MAPLE
NT 10802 12 MAPLE
5773 12 ALDER
5772 22 COTTONWOOD
5777 8 CEDAR
5776 22 COTTONWOOD
5775 10 COTTONWOOD
5774 32 COTTONWOOD
5639 10,8 MAPLE
5641 16 MAPLE
5642 12 MAPLE
5643 12 MAPLE
NT 10827 24,10(X6),8(X4)MAPLE
5645 18" MAPLE MAPLE
5645 12 MAPLE
5646 14,12 MAPLE
5647 12 MAPLE
5648 14 MAPLE
NT 10833 10(X5),8(X4)MAPLE
NT 10834 10(X5)MAPLE
5652 14 MAPLE
5679 10,6 MAPLE
5678 40 COTTONWOOD
5674 12 DECIDUOUS
5677 8 ALDER
5655 12 CEDAR
5656 16 CEDAR
5662 8 CEDAR
5663 12 CEDAR
5664 10,6 CEDAR
5640 8(X2)CHERRY
TAG
NUMBER DIAMETER SPECIES
TAG
NUMBER DIAMETER SPECIES TAGNUMBER DIAMETER SPECIES
NT = NOT TAGGED
5538 18 CONIFER
TAGNUMBER DIAMETER SPECIES
5587 6 FIR
5586 12 FIR
5585 14 FIR
5584 16 FIR
5582 14 FIR
5583 14 FIR
5581 20 FIR
5579 14 FIR
5580 10 FIR
5578 20 FIR
5577 12 FIR
5574 10 FIR
5575 6 MAPLE
5576 6, 4(X2)MAPLE
5573 22 FIR
5572 20 FIR
5571 12 FIR
5570 12 FIR
5569 14 FIR
5567 12 FIR
5566 20 FIR
5568 12 FIR
5565 20 FIR
5564 10 FIR
5560 14 FIR
5563 16 FIR
5562 12 FIR
5561 14 FIR
5559 18 FIR
5558 20 FIR
5588 16 FIR
5589 12 FIR
5590 16 FIR
NT 11081 12 FIR
5591 16 FIR
5592 8 FIR
NT 11084 18 FIR
NT 11085 16 FIR
NT 11086 20 FIR
NT 11087 20 FIR
NT 11088 18 FIR
NT 11089 30 FIR
NT 11152 6 ALDER
NT 11153 6 ALDER
NT 11154 6 ALDER
NT 11155 6 ALDER
5607 8 FIR
5604 6 FIR
5603 22 FIR
5602 6(X4)MAPLE
5605 20 FIR
NT 11161 8 FIR
NT 11162 22 FIR
5667 30 COTTONWOOD
5666 8 COTTONWOOD
5665 36 COTTONWOOD
NT 11404 34 CONIFER
NT 11443 18 PINE
NT 11444 16 PINE
NT 11530 10 ALDER
NT 20233 16 FIR
NT 20234 12 FIR
NT 20235 12 FIR
NT 20236 12 FIR
NT 20237 8 FIR
NT 20238 14 FIR
NT 20239 8 FIR
NT 20240 12 FIR
NT 20241 8 FIR
NT 20242 14 FIR
NT 20243 14 FIR
NT 20244 8 FIR
NT 20290 12 FIR
NT 20291 22 FIR
NT 20292 12 FIR
NT 20293 20 FIR
NT 20298 10 FIR
NT 20299 12 FIR
NT 20300 10 PINE
NT 20301 10 FIR
NT 20302 10 FIR
NT 20303 16 PINE
NT 20304 8 FIR
NT 20305 8 FIR
NT 20306 4(X3)ALDER
NT 20341 4(X3)ALDER
NT 20342 4(X5)HOLLY
NT 20343 4 HOLLY
NT 20344 4(X2)HOLLY
NT 20345 4(X2)HOLLY
NT 20346 14 PINE
NT 20507 16 FIR
5624 10 FIR
5623 12 FIR
5625 16 FIR
5626 18 FIR
5627 24 FIR
NT 20513 16 FIR
NT 20514 20 FIR
5628 12 FIR
NT 20516 22 FIR
NT 20517 24 FIR
NT 20518 18 FIR
NT 20519 12 FIR
NT 20520 22 FIR
NT 20521 22 FIR
NT 20522 18 FIR
NT 20523 8 FIR
NT 20524 22 FIR
NT 20525 24 FIR
NT 20526 8 PINE
NT 20527 16 FIR
NT 20528 12 FIR
NT 20529 20 FIR
NT 20530 18 FIR
NT 20531 10 FIR
NT 20532 18 FIR
NT 20533 6 FIR
NT 20534 14 FIR
NT 20535 20 FIR
NT 20536 18 FIR
NT 20537 14 FIR
NT 20538 16 PINE
NT 20539 16 FIR
NT 20544 22 FIR
NT 20545 28 FIR
NT 20546 24 FIR
NT 20547 24 FIR
NT 20548 8 FIR
NT 20549 24 FIR
NT 20550 10 FIR
NT 20551 8 FIR
NT 20552 14 FIR
NT 20553 10 FIR
NT 20554 16 FIR
NT 20555 16 FIR
NT 20556 32 FIR
NT 20557 4(X10)ALDER
5636 10 DECIDUOUS
5637 14 BIRCH
NT 20560 4(X10)ALDER
NT 20561 4(X10)ALDER
NT 20562 18(X4)MAPLE
NT 20563 14 MAPLE
NT 20564 16(X2)MAPLE
NT 20592 4(X10)ALDER
5606 8 FIR
5608 14 FIR
5609 26 FIR
5610 10 FIR
5611 14 PINE
NT 20702 10 FIR
NT 20703 18 FIR
NT 20704 22 FIR
NT 20705 10 FIR
NT 20706 12 FIR
NT 20707 22 FIR
NT 20708 12 FIR
5615 12 FIR
5614 24 FIR
5613 10 FIR
NT 20712 14 FIR
NT 20713 18 FIR
5616 16 FIR
NT 20715 20 FIR
NT 20717 8 FIR
NT 20718 22 FIR
5617 22 FIR
5618 24 FIR
NT 20721 12 FIR
NT 20722 18 FIR
NT 20723 20 FIR
NT 20724 12 FIR
5621 16 FIR
5622 18 FIR
5620 10 FIR
5619 14 FIR
TAGNUMBER DIAMETER SPECIES TAGNUMBER DIAMETER SPECIES TAGNUMBER DIAMETER SPECIES TAGNUMBER DIAMETER SPECIES
NT 11271 6 MAPLE
NT 11272 6 MAPLE
OVERALL SUBJECT PROPERTY LEGAL DESCRIPTIONPER CHICAGO TITLE INSURANCE COMPANY TITLE ORDER 0281147-16.
PARCEL SITE PLAN
2023059071
2100 BENSON DR S
SURVEY LIMITS
S
P
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REVISIONS:APPD.
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REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S08
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SWARR STATION
186
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SOUTH (SHEETS C002, C005, C009)NORTH (SHEETS C003, C006, C010)
SWARR STATION
BENSON DR S (SR-515)
S PUGE
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OVERALL SITE PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
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WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
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OVERALL SITE PLAN
04/19/202604/14/2026
PSE DWG # C3D11-578_S09
2026.05.20
15:37:01-07'00'
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TOP
NAIL IN CONC FILLED 2" IRON PIPE
IN CONC MONUMENT IN CASE -0.6'
BELOW GRADE (VISITED JUNE
2023) 389+83.40 P.T. BK 389+92.43
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391+62.28 32'RT (C)
8898700680
N/A
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^^^^
^
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^
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8898700660
2107 WELLS CT S
2103 WELLS CT S
8898700670
889870TR-D 1016 S 22ND CT
8898700710 8898700720
1022 S 22ND CT 1102 S 22ND CT
8898700730
2100 BENSON DR S
2023059071
2104 WELLS CT S
x
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xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
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x
x
x x
x
x
x
x
x
x
x
x
x
S87°07'55"W 764.47'
N0
0
°
1
2
'
1
0
"
W
3
2
.
0
9
'
S0
5
°
1
0
'
1
6
"
E
1
6
5
.
5
1
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
TESC PLAN (SOUTH)
KEY MAP
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
2
TESC PLAN (SOUTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S10
2026.05.20
15:36:39-07'00'
P
P
P P
P
P
P
P P P
P P
P P
P P
P
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7' CLF W/ BW
7' CLF W/ BW
TO
P
SD
SD
SD
SD
TO
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ASPH
DW
GATE
TOP
ER(2)
T
O
E
T
O
E
TO
P
EM
SD
SD
GATE
CBW
SD
SD
SD
SD
SD
SD
SD
SD
N/
A
EP
EP
E
P
7'
C
L
F
W
/
B
W
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
SWARR STATION
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^
^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^
^^^^^^^^^^^^
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
TO
E
SP-1
GEISP-2
GEI
TO
E
TOP
TO
P
TO
P
T
O
P
BUILDING
GA
T
E
CONC
STEEL
STEPS
EXPOSED PIPES
ER
GVL
ER
P
P
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
T
GVL
GRASS
TOE
T
O
E
TOE
TOP
TO
P
GVL
GVL
GVL
GVL
DW TO
E
T
O
P
TO
E
/
R
O
C
K
E
R
Y
ER
GA
T
E
W/ CAMERAS
TOE
EG
EG
TO
E
EXPOSED
PIPES ON
CONC
GVL
GV U
EX
P
O
S
E
D
P
I
P
E
S
ER
SD
36
"
C
O
N
C
T
O
P
SHED
GVL
CONC, TYP
GVL
GVL
STEEL
STEPS
CONC
ECB
EX
P
O
S
E
D
P
I
P
E
S
GA
T
E
CONC
CONC W/
GENERATOR
CONC W/
VENT, TYP
CONC
W/ AC UNIT
ER
W/ SENSOR
TO
P
TOP
TOE
TO
P
T
O
P
GV
TOE
TO
E
TO
E
TOPCONC
CONC
T
O
E
W W W W W W W
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
UTUT
PPW
P
P
P P P P
P
P
P
P
P
P
P
P
P
P PER P
P
ER
ER
P
P
ER
ER
P
ER
PER
ECC
GV
P
P
P
P
P
P
P
P
ER
ER(2) W/
SENSORGV
UR
GV
GV
E
C
C
ECC
P
P
GRASS
GV
GV
ER
GV
EX
P
O
S
E
D
P
I
P
E
S
GVL
EX
P
O
S
E
D
P
I
P
E
S
7' CLF W/ BW
EG
EG
EG
EG
EG
ASPH
TO
E
UNDERGROUND
CENTER GAS TANK 38
UNDERGROUND
CENTER OF TANK 9
UNDERGROUND
CENTER OF TANK 8
UNDERGROUND
CENTER OF TANK 7
UNDERGROUND
CENTER OF TANK 6
UNDERGROUND
CENTER OF TANK 5
UNDERGROUND
CENTER OF TANK 4
UNDERGROUND
CENTER OF TANK 3
UNDERGROUND
CENTER OF TANK 2
UNDERGROUND
CENTER OF TANK 1
UNDERGROUND
CENTER GAS TANK 39
TOP/E
G
EX
P
O
S
E
D
P
I
P
E
S
UNDERGROUND
CENTER GAS TANK 37
UNDERGROUND
CENTER GAS TANK 36
ERUNDERGROUND CENTER GAS TANK 19
UNDERGROUND CENTER GAS TANK 17
UNDERGROUND CENTER GAS TANK 16
UNDERGROUND CENTER GAS TANK 15
UNDERGROUND CENTER GAS TANK 14
UNDERGROUND CENTER GAS TANK 13
UNDERGROUND CENTER GAS TANK 12
UNDERGROUND CENTER GAS TANK 11
G
G
G
G
G
G
G
G
G
G
G
G
G
CIRCULAR BASE W/
EXPOSED VERTICAL PIPES
T
O
P
℄
TOP
G
G
G
G
G
G
EDGE OF TANK 1
10' WIDE W
A
T
E
R
EASEMEN
T
P
E
R
RECORDIN
G
N
O
.
951116039
2
10' WIDE
T
E
M
P
CONSTRU
C
T
I
O
N
EASEMEN
T
P
E
R
RECORDI
N
G
N
O
.
78122109
4
2
15' WIDE
P
E
R
M
A
N
E
N
T
EASEMEN
T
P
E
R
RECORDI
N
G
N
O
.
78122109
4
2
ECOLOGY
BLOCK (TYP)
10
'
W
I
D
E
W
A
T
E
R
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
UNDERGROUND CENTER GAS TANK 18
UNDERGROUND
CENTER OF TANK 10
20
'
W
I
D
E
S
E
W
E
R
A
N
D
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
6
0
1
4
7
9
8
1
5
'
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7
7
0
7
0
1
1
0
0
8
15' WIDE PUBLIC
UTILITIES EASEMENT
PER RECORDING NO.
7707011009
10'
10'
10'
1
5
'
20
'
R/
W
R/
W
DI
T
/
H
A
L
F
P
I
P
E
GVL
1
4
0
15
0
14
2
14
4
14
6
14
8
15
2
15
4
15
6
1
3
2
1
3
4
1
3
6
1
3
8
12
0
13
0
122
124
126
12
8
120
128
15
0
14
6
14
6
14
8
14
8
140
150
142
144
146
148
14
8
15
0
1
5
0
16
0
17
0
18
0
15
2
15
4
15
6
15
8
16
2
1
6
4
1
6
6
16
8
17
2
17
4
17
6
17
8
18
2
18
4
1
5
0
15
2
1
5
4
1
5
6
15
0
15
2
220
230
240
218
222
224
226
228
232
234
236
238
242
17
0
18
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
16
0
17
0
18
0
19
0
20
0
21
0
22
0
20
0
210
20
2
204
206
208
212
214
216
16
0
15
8
16
2
16
4
16
6
16
8
15
0
16
0
17
0
18
0
19
0
150
148
152
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20
2
3
0
5
9
0
9
3
2100 BENSON DR S
2023059071
S
P
U
G
E
T
D
R
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
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
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 x x x x x x x x
x x
x
x
x
x
x
x
x
x
Δ
=
3
5
°
1
8
'
2
5
"
R
=
3
8
4
.
2
6
'
L
=
2
3
6
.
7
9
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
S
1
6
°
2
2
'
1
0
"
E
1
,
1
1
5
.
9
2
'
x
x
x
TESC PLAN (NORTH)
KEY MAP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
C0
0
3
TESC PLAN (NORTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S11
2026.05.20 15:37:53-07'00'
12
1CATCH BASIN INSERT
-
2STRAW WATTLES
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
4
TESC DETAILS
04/19/202604/14/2026
PSE DWG # C3D11-578_S12
2026.05.20
15:38:16-07'00'
x
x
x
W
W
W
W
W
W
W
P
P
P
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
P
P
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
x
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
TOP
NAIL IN CONC FILLED 2" IRON PIPE
IN CONC MONUMENT IN CASE -0.6'
BELOW GRADE (VISITED JUNE
2023) 389+83.40 P.T. BK 389+92.43
AHD. 31'RT. (DOT)
ECB
ECB
CONC
CONC
G
A
T
E
G
A
T
E
PCONC
CONC
ASPH
DW
M CULVERT
36" CMP NW
TOP OF PIPE=160.1 CULVERT
24" CPP NE
TOP OF PIPE=166.2
CULVERT
12" PVC NW
TOP OF PIPE=165.3
CULVERT
12" RCP W TOP
OF PIPE=191.3
TO
P
TO
P
CULVERT
24" CPP SW TOP
OF PIPE=167.2DIT
W W
W
TO
P
NAIL IN CONC FILLED 2" IRON PIPE
IN CONC MONUMENT IN CASE -0.3'
BELOW GRADE. (VISITED JUNE 2023)
391+62.25 31' RT (DOT)
391+62.28 32'RT (C)
8898700680
N/A
CULVERT
10" CMP NE TOP
OF PIPE=165.2
TOP
TO
P
VARIES R/
W
R/
W
EXPOSE
D
1
0
"
C
M
P
EP
EP
EP
EP
EP
TO
P
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
24" C
P
P
SWARR STATION
M M
M
M
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
TOP
TOP
TOE
TO
E
TO
P
ER(2)
TOE
TOE/ROCKERY
PIPE S IE=151.0
SD
CBW
36
"
C
M
P
GVL
24
"
C
O
N
C
P
I
P
E
W/
N
O
T
O
P
S
D
SD
CONC, TYP
CONC EX
P
O
S
E
D
P
I
P
E
S
GA
T
E
GVL
ER(2)CW
CONC W/
VENT, TYP
GENERATOR
EA
V
E
WR(2)
WMICV
CONC
SDMH
RIM= 155.61
6" CMP N,S=152.3
SD
D
DI
T
/
H
A
L
F
P
I
P
E
EX LIGHT POLE
W/ CAMERAS
TOP
GVL
WV
CULVERT
8" RCP NW TOP
OF PIPE=156.5
TOP
TO
P
TOP
M
W W W W W W W
P
P
P
P
P
P
P
P
P
PPW
P
P
P P P P
P
P
P
P
P
P
P
P
P
P
P P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
DIT
P
ER
P
P
CULVERT
12" PVC HALF OF
PIPE S IE=151.2
GV
GV
ECC
GV
URGV
ECCECC
DIT
DI
T
DIT
GVL
EG
EG
E
G
S
SSMH
RIM=170.07
8" PVC N IE=160.1
8" PVC S IE=160.2
8" PVC SW IE=160.3
TO
P
SSMH
RIM=158.00
8" PVC N IE=151.5
8" PVC S IE=153.5S
℄
R/
W
G G G G G G G G G G G G G G G G
G
G G G G G G G G
G
G G G G G G G G G
G
G G
G
G G G G G G G G
G G
G
G
G G G G G G G G G G
G G G
10'
EP
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
CULVERT
8" RCP SE TOP
OF PIPE=153.4
CULVERT
12" PVC SE
TOP OF PIPE=155.3
CULVERT
24" CONC HALF
OF PIPE IE=155.4
10
'
W
I
D
E
W
A
T
E
R
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
TOP
15' WIDE
P
E
R
M
A
N
E
N
T
EASEME
N
T
P
E
R
RECORDI
N
G
N
O
.
7
8
1
2
2
1
0
9
4
2
10' WIDE
T
E
M
P
C
O
N
S
T
R
U
C
T
I
O
N
EASEME
N
T
P
E
R
R
E
C
O
R
D
I
N
G
NO. 781
2
2
1
0
9
4
2
15
'
W
I
D
E
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
PE
R
R
E
C
O
R
D
I
N
G
N
O
.
77
0
7
0
1
1
0
0
9
15' WIDE PUBLIC
UTILITIES EASEMENT
PER RECORDING NO.
7707011009
1
5
'
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7
7
0
7
0
1
1
0
0
9
REBAR TRASH RACK
10'
5'
1
5
'
15
'
ASPH DW
ASPH
TOE
CULVERT
24" CONC HALF
OF PIPE IE=155.9
TOE
BUILDING
DI
T
/
H
A
L
F
P
I
P
E
GRASS
15'
SD
10
'
10'
10' WIDE WATER
EASEMENT PER
RECORDING NO.
9511160392
18
4
164
16
6
16
8
1
7
0
18
0
1
7
2
17
4
17
6
1
7
8
160
1
7
0
1
6
2
1
6
4
1
6
6
1
6
8
17
2
1
7
0
18
0
1
9
0
20
0
21
0
1
6
8
17
2
1
7
4
17
6
1
7
8
18
2
18
4
18
6
18
8
1
9
2
19
4
19
4
1
9
4
1
9
6
19
8
20
2
20
4
20
6
20
8
17
0
18
0
1
9
0
164
16
6
168
17
2
1
7
4
17
6
178
18
2
1
8
4
1
8
6
1
8
8
1
9
2
1
9
4
1
9
6
19
8
17
0
18
0
16
6
16
8
17
2
17
4
1
7
6
1
7
8
1
8
2
1
8
4
24617
0
19
0
2
0
0
21
0
2
2
0
23
0
2
4
0
18
0
17
4
17
6
17
8
18
2
18
4
18
6
18
8
16
0
1
7
0
18
0
16
2
16
4
16
6
16
8
1
7
2
1
7
4
1
7
6
1
7
8
160
17
0
18
0
1
9
0
20
0
154
156
158
162
164
16
6
1
6
8
1
7
2
17
4
17
6
17
8
18
2
1
8
4
18
6
1
8
8
1
9
2
1
9
4
19
6
1
9
8
20
2
20
4
20
6
20
8
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8898700660
2107 WELLS CT S
2103 WELLS CT S
8898700670
889870TR-D 1016 S 22ND CT
8898700710 8898700720
1022 S 22ND CT 1102 S 22ND CT
8898700730
2100 BENSON DR S
2023059071
2104 WELLS CT S
x
xxx
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
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
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
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x
x
x
x
x
x
x x
x
x
x
x
x
x
x
x
x
24" CPP
P
I
P
E
W/ NO T
O
P
S87°07'55"W 764.47'
N0
0
°
1
2
'
1
0
"
W
3
2
.
0
9
'
S0
5
°
1
0
'
1
6
"
E
1
6
5
.
5
1
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
KEY MAP
REMOVAL PLAN (SOUTH)
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
5
REMOVAL PLAN (SOUTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S13
2026.05.20
15:35:55-07'00'
x
x
x
P
P
P P
P
P
P
P P P
P P
P P
P P
P
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7' CLF W/ BW
7' CLF W/ BW
CULVERT
12" RCP N
IE=153.5
CULVERT
12" DI SE TOP OF PIPE=147.6
SSMH
RIM=153.75
8" PVC NW IE=146.3
8" PVC S IE=146.5
TO
P
SD
SD
SD
SD
TO
E
CB TYPE 1
RIM=154.37
12" CONC N IE=149.2
10" CMP E IE=149.4
12" CONC S IE=149.3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ASPH
DW
GATE
TOP
ER(2)
T
O
E
T
O
E
TO
P
EM
SD
SD
GATE
CBW
EXPOSED 1
2
"
C
M
P
SD
SD
SD
SD
SD
SD
SD
SD
N/
A
EP
EP
E
P
7'
C
L
F
W
/
B
W
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSMH
RIM=151.99
8" PVC NW IE=144.3
8" PVC SE IE=144.5
SS
SS
SS
SS
SS
SS
S
S
SWARR STATION
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^
^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^
^^^^^^^^^^^^
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
TO
E
SP-1
GEISP-2
GEI
TO
E
TOP
TO
P
TO
P
T
O
P
BUILDING
GA
T
E
CONC
STEEL
STEPS
EXPOSED PIPES
ER
GVL
ER
P
P
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
M
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
T
GVL
GRASS
TOE
T
O
E
TOE
TOP
TO
P
GVL
GVL
GVL
GVL
DW TO
E
T
O
P
TO
E
/
R
O
C
K
E
R
Y
ER
GA
T
E
W/ CAMERAS
TOE
EG
EG
TO
E
EXPOSED
PIPES ON
CONC
GVL
GV U
EX
P
O
S
E
D
P
I
P
E
S
ER
CULVERT
12" PVC HALF OF
PIPE S IE=151.0
SD
24"
C
O
N
C
P
I
P
E
W
/
N
O
T
O
P
36
"
C
O
N
C
CB TYPE 2
RIM=148.71
36" CONC NW IE=140.1
36" CMP SE IE=140.2
24" CONC SE IE=147.9
36
"
C
O
N
C
36
"
C
M
P
T
O
P
SHED
GVL
CONC, TYP
GVL
GVL
STEEL
STEPS
CONC
ECB
EX
P
O
S
E
D
P
I
P
E
S
GA
T
E
CONC
CONC W/
GENERATOR
CONC W/
VENT, TYP
CONC
W/ AC UNIT
ER
W/ SENSOR
TO
P
TOP
TOE
TO
P
T
O
P
GV
TOE
TO
E
TO
E
TOPCONC
CONC
T
O
E
W W W W W W W
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
UTUT
PPW
P
P
P P P P
P
P
P
P
P
P
P
P
P
P PER P
P
ER
ER
P
P
ER
ER
P
ER
PER
ECC
GV
P
P
P
P
P
P
P
P
ER
ER(2) W/
SENSORGV
UR
GV
GV
E
C
C
ECC
P
P
GRASS
GV
GV
ER
GV
EX
P
O
S
E
D
P
I
P
E
S
GVL
EX
P
O
S
E
D
P
I
P
E
S
7' CLF W/ BW
EG
EG
EG
EG
EG
ASPH
CB TYPE 2
RIM=162.28
18" CONC NE IE=157.0
18" CONC SW IE=157.4
12" CONC S IE=157.7
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
TO
E
UNDERGROUND
CENTER GAS TANK 38
UNDERGROUND
CENTER OF TANK 9
UNDERGROUND
CENTER OF TANK 8
UNDERGROUND
CENTER OF TANK 7
UNDERGROUND
CENTER OF TANK 6
UNDERGROUND
CENTER OF TANK 5
UNDERGROUND
CENTER OF TANK 4
UNDERGROUND
CENTER OF TANK 3
UNDERGROUND
CENTER OF TANK 2
UNDERGROUND
CENTER OF TANK 1
UNDERGROUND
CENTER GAS TANK 39
TOP/E
G
EX
P
O
S
E
D
P
I
P
E
S
UNDERGROUND
CENTER GAS TANK 37
UNDERGROUND
CENTER GAS TANK 36
ERUNDERGROUND CENTER GAS TANK 19
UNDERGROUND CENTER GAS TANK 17
UNDERGROUND CENTER GAS TANK 16
UNDERGROUND CENTER GAS TANK 15
UNDERGROUND CENTER GAS TANK 14
UNDERGROUND CENTER GAS TANK 13
UNDERGROUND CENTER GAS TANK 12
UNDERGROUND CENTER GAS TANK 11
G
G
G
G
G
G
G
G
G
G
G
G
G
CIRCULAR BASE W/
EXPOSED VERTICAL PIPES
T
O
P
℄
TOP
G
G
G
G
G
G
EDGE OF TANK 1
10' WIDE W
A
T
E
R
EASEMEN
T
P
E
R
RECORDIN
G
N
O
.
951116039
2
10' WIDE
T
E
M
P
CONSTRU
C
T
I
O
N
EASEMEN
T
P
E
R
RECORDI
N
G
N
O
.
78122109
4
2
15' WIDE
P
E
R
M
A
N
E
N
T
EASEMEN
T
P
E
R
RECORDI
N
G
N
O
.
78122109
4
2
ECOLOGY
BLOCK (TYP)
10
'
W
I
D
E
W
A
T
E
R
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
UNDERGROUND CENTER GAS TANK 18
UNDERGROUND
CENTER OF TANK 10
20
'
W
I
D
E
S
E
W
E
R
A
N
D
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
6
0
1
4
7
9
8
1
5
'
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7
7
0
7
0
1
1
0
0
8
15' WIDE PUBLIC
UTILITIES EASEMENT
PER RECORDING NO.
7707011009
CULVERT
36" CMP IE=128.0
10'
10'
10'
1
5
'
20
'
R/
W
R/
W
DI
T
/
H
A
L
F
P
I
P
E
GVL
1
4
0
15
0
14
2
14
4
14
6
14
8
15
2
15
4
15
6
1
3
2
1
3
4
1
3
6
1
3
8
12
0
13
0
122
124
126
12
8
120
128
15
0
14
6
14
6
14
8
14
8
140
150
142
144
146
148
14
8
15
0
1
5
0
16
0
17
0
18
0
15
2
15
4
15
6
15
8
16
2
1
6
4
1
6
6
16
8
17
2
17
4
17
6
17
8
18
2
18
4
1
5
0
15
2
1
5
4
1
5
6
15
0
15
2
220
230
240
218
222
224
226
228
232
234
236
238
242
17
0
18
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
16
0
17
0
18
0
19
0
20
0
21
0
22
0
20
0
210
20
2
204
206
208
212
214
216
16
0
15
8
16
2
16
4
16
6
16
8
15
0
16
0
17
0
18
0
19
0
150
148
152
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20
2
3
0
5
9
0
9
3
2100 BENSON DR S
2023059071
S
P
U
G
E
T
D
R
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
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
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 x x x x x x x x
x x
x
x
x
x
x
x
x
x
Δ
=
3
5
°
1
8
'
2
5
"
R
=
3
8
4
.
2
6
'
L
=
2
3
6
.
7
9
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
S
1
6
°
2
2
'
1
0
"
E
1
,
1
1
5
.
9
2
'
REMOVAL PLAN (NORTH)
KEY MAP
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
6
REMOVAL PLAN (NORTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S14
2026.05.20 15:34:51-07'00'
-
1TREE CLEARANCE PRUNING DETAIL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
7
REMOVAL DETAILS
04/19/202604/14/2026
PSE DWG # C3D11-578_S15
2026.05.20
15:36:18-07'00'
W
WWWW
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7'
C
L
F
W
/
B
W
7' C
L
F
W
/
B
W
EC
B
EC
B
CO
N
C
CO
N
C
GATE
M
SD
SD
W
W
W
W
W
W
W
W
W
W
GA
T
E
SD SD
SD
SD
SD
SD
7' CLF W/ BW
SS
SS
SS
SS
SS
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
M
M
ER^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
M
M
M
M
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
T
U
SD
36" CONC
36" CMP
24" CONC PIPE
W/ NO TOP
SD
D
ER
M
W
W
W
W
W
P
P
P
P
P
P
P
P
P
P
P
UR
7' C
L
F
W
/
B
W
S
G G G G G G G G G
GGGG
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
140
150
142
144
146148
152154156
132
134
136
138
120
130
1
2
2
12
4
12
6
128
1
2
0
140
1
3
2
13
4
136
138
142
144
146
12
8
150
146
146
148
148
14
0
15
0
14
2
14
4
14
6
14
8
148
150
150
160
170
180
152154156158
162164166 168 172 174 176 178 182 184
150
152 154 156
150
152
16
4
166
168
170
180
172
174
176
178
16
0
170
162
164
166
168
172
170
180
190
200
210
168
172
174
176
178
182
184
186
188
192
194
194194
196
198
202
204
206208
170
180
190
16
4
166
16
8
172
174
176
17
8
182
184
186188
192
194
196
198
170
180
166
168
172
174
176
178
182
184
22
0
2
3
0
2
4
0
21
8
22
2
22
4
22
6
22
8
23
2
2
3
4
23
6
23
8
2
4
2
2
4
4
2
4
6
24
8
170
180
190
200
210
220
230
190
200
210220230240
160
170
180
190
200
210
220
200
2
1
0
19
8
202
20
4
20
6
20
8
21
2
214 21
6
180
174
176
178
182
184
186
188
160
170
180
158
162
164
166
168
172
174
176
178
150
160
170
180
190
15
0
1
6
0
170
180
190
200
1
4
8
15
2
15
4
15
6
15
8
16
2
1
6
4
166
168
172
174
176
178
182
184
186
188
192
194
196
198
202
204
206
208
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
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
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xx
x
x
x x x x x
xxxxxx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
BENSON DR S (SR-515)
SWARR STATION
186
18
4
S PUG
E
T
D
R
EXCAVATION ZONE PLAN
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^
^
^^^^^^^^^^^^^^^^^^^^^
^
^
^^
^^^^^^^^^^^^^^
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
8
EXCAVATION ZONE PLAN
04/19/202604/14/2026
PSE DWG # C3D11-578_S16
2026.05.20
15:37:16-07'00'
x
x
x
W
W
W
W
W
W
W
P
P
P
P
P
TOP
NAIL IN CONC FILLED 2" IRON PIPE
IN CONC MONUMENT IN CASE -0.6'
BELOW GRADE (VISITED JUNE
2023) 389+83.40 P.T. BK 389+92.43
AHD. 31'RT. (DOT)
ECB
ECB
G
A
T
E
PCONC
CONC
ASPH
DW
M CULVERT
36" CMP NW
TOP OF PIPE=160.1 CULVERT
24" CPP NE
TOP OF PIPE=166.2
CULVERT
12" PVC NW
TOP OF PIPE=165.3
CULVERT
12" RCP W TOP
OF PIPE=191.3
TO
P
TO
P
CULVERT
24" CPP SW TOP
OF PIPE=167.2DIT
W W
W
TO
P
NAIL IN CONC FILLED 2" IRON PIPE
IN CONC MONUMENT IN CASE -0.3'
BELOW GRADE. (VISITED JUNE 2023)
391+62.25 31' RT (DOT)
391+62.28 32'RT (C)
8898700680
N/A
CULVERT
10" CMP NE TOP
OF PIPE=165.2
TOP
TO
P
VARIES R/
W
R/
W
EXPOSE
D
1
0
"
C
M
P
EP
EP
EP
EP
EP
TO
P
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
24" C
P
P
SWARR STATION
M M
M
M
M
TOP
TOP
TOE
TO
E
TO
P
ER(2)
TOE
TOE/ROCKERY
PIPE S IE=151.0
SD
CBW
36
"
C
M
P
GVL
24
"
C
O
N
C
P
I
P
E
W/
N
O
T
O
P
SD
SD
CONC, TYP
CONC EX
P
O
S
E
D
P
I
P
E
S
GA
T
E
GVL
ER(2)CW
CONC W/
VENT, TYP
GENERATOR
EA
V
E
WR(2)
WMICV
CONC
SDMH
RIM= 155.61
6" CMP N,S=152.3
SD
D
DI
T
/
H
A
L
F
P
I
P
E
EX LIGHT POLE
W/ CAMERAS
TOP
GVL
WV
CULVERT
8" RCP NW TOP
OF PIPE=156.5
TOP
TO
P
TOP
M
W W W W W W W
P
P
P
P
P
P
P
P
P
PPW
P
P
P P P P
P
P
P
P
P
P
P
P
P
P
P P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
DIT
P
ER
P
P
CULVERT
12" PVC HALF OF
PIPE S IE=151.2
GV
GV
ECC
GV
URGV
ECCECC
DIT
DI
T
DIT
GVL
EG
EG
E
G
S
SSMH
RIM=170.07
8" PVC N IE=160.1
8" PVC S IE=160.2
TO
P
SSMH
RIM=158.00
8" PVC N IE=151.5
8" PVC S IE=153.5S
℄
R/
W
G G G G G G G G G G G G G G G G
G
G G G G G G G G
G
G G G G G G G G G
G
G G
G
G G G G G G G G
G G
G
G
G G G G G G G G G G
G G G
10'
EP
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
CULVERT
8" RCP SE TOP
OF PIPE=153.4
CULVERT
12" PVC SE
TOP OF PIPE=155.3
CULVERT
24" CONC HALF
OF PIPE IE=155.4
10
'
W
I
D
E
W
A
T
E
R
EA
S
E
M
E
N
T
P
E
R
RE
C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
TOP
15' WIDE
P
E
R
M
A
N
E
N
T
EASEME
N
T
P
E
R
RECORDI
N
G
N
O
.
7
8
1
2
2
1
0
9
4
2
10' WIDE
T
E
M
P
C
O
N
S
T
R
U
C
T
I
O
N
EASEME
N
T
P
E
R
R
E
C
O
R
D
I
N
G
NO. 781
2
2
1
0
9
4
2
15
'
W
I
D
E
P
U
B
L
I
C
UT
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
PE
R
R
E
C
O
R
D
I
N
G
N
O
.
77
0
7
0
1
1
0
0
9
15' WIDE PUBLIC
UTILITIES EASEMENT
PER RECORDING NO.
7707011009
1
5
'
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
E
A
S
E
M
E
N
T
P
E
R
R
E
C
O
R
D
I
N
G
N
O
.
7
7
0
7
0
1
1
0
0
9
REBAR TRASH RACK
10'
5'
1
5
'
15
'
ASPH DW
ASPH
TOE
CULVERT
24" CONC HALF
OF PIPE IE=155.9
TOE
BUILDING
DI
T
/
H
A
L
F
P
I
P
E
GRASS
15'
SD
10
'
10'
10' WIDE WATER
EASEMENT PER
RECORDING NO.
9511160392
18
4
164
16
6
16
8
1
7
0
18
0
1
7
2
17
4
17
6
1
7
8
160
1
7
0
1
6
2
1
6
4
1
6
6
1
6
8
17
2
1
7
0
18
0
1
9
0
20
0
21
0
1
6
8
17
2
1
7
4
17
6
1
7
8
18
2
18
4
18
6
18
8
1
9
2
19
4
19
4
1
9
4
1
9
6
19
8
20
2
20
4
20
6
20
8
17
0
1
8
0
1
9
0
164
16
6
168
17
2
1
7
4
17
6
178
18
2
1
8
4
1
8
6
1
8
8
1
9
2
1
9
4
17
0
18
0
16
6
16
8
17
2
17
4
1
7
6
1
7
8
1
8
2
1
8
4
17
0
19
0
2
0
0
21
0
18
0
17
4
17
6
17
8
18
2
18
4
18
6
18
8
16
0
1
7
0
18
0
16
2
16
4
16
6
16
8
1
7
2
1
7
4
1
7
6
1
7
8
160
17
0
18
0
1
9
0
20
0
154
156
158
162
164
16
6
1
6
8
1
7
2
17
4
17
6
17
8
18
2
1
8
4
18
6
1
8
8
1
9
2
1
9
4
19
6
1
9
8
20
2
20
4
20
6
20
8
8898700660 2103 WELLS CT S
8898700670
889870TR-D 1016 S 22ND CT
8898700710 8898700720
1022 S 22ND CT 1102 S 22ND CT
8898700730
2100 BENSON DR S
2023059071
2104 WELLS CT S
x
xxx
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
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
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x
x
x
x
x
x
x x
x
x
24" CPP
P
I
P
E
W/ NO T
O
P
S87°07'55"W 764.47'
N0
0
°
1
2
'
1
0
"
W
3
2
.
0
9
'
S0
5
°
1
0
'
1
6
"
E
1
6
5
.
5
1
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
1
8
6
184
FENCING PLAN (SOUTH)
KEY MAP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
0
9
FENCING PLAN (SOUTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S17
2026.05.20
15:38:32-07'00'
x
x
x
P
P
P P
P
P
P
P P P
P P
P P
P P
P
CULVERT
12" RCP N
IE=153.5
CULVERT
12" DI SE TOP OF PIPE=147.6
SSMH
RIM=153.75
8" PVC NW IE=146.3
8" PVC S IE=146.5
TO
P
SD
SD
SD
SD
TO
E
CB TYPE 1
RIM=154.37
12" CONC N IE=149.2
10" CMP E IE=149.4
12" CONC S IE=149.3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ASPH
DWTOP
ER(2)
T
O
E
T
O
E
TO
P
EM
SD
SD
GATE
CBW
EXPOSED 1
2
"
C
M
P
SD
SD
SD
SD
SD
SD
SD
SD
N/
A
EP
EP
E
P
BE
N
S
O
N
D
R
S
(
S
R
-
5
1
5
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSMH
RIM=151.99
8" PVC NW IE=144.3
8" PVC SE IE=144.5
SS
SS
SS
SS
SS
SS
S
S
SWARR STATION
M
M
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
TO
E
SP-1
GEISP-2
GEI
TO
E
TOP
TO
P
TO
P
T
O
P
BUILDING
GA
T
E
CONC
STEEL
STEPS
EXPOSED PIPES
ER
GVL
P
P
M
M
T
GVL
GRASS
TOE
T
O
E
TOE
TOP
TO
P
GVL
GVL
GVL
GVL
DW TO
E
T
O
P
TO
E
/
R
O
C
K
E
R
Y
ER
GA
T
E
W/ CAMERAS
TOE
EG
EG
TO
E
EXPOSED
PIPES ON
CONC
GVL
GV U
EX
P
O
S
E
D
P
I
P
E
S
ER
CULVERT
12" PVC HALF OF
PIPE S IE=151.0
SD
24"
C
O
N
C
P
I
P
E
W
/
N
O
T
O
P
36
"
C
O
N
C
CB TYPE 2
RIM=148.71
36" CONC NW IE=140.1
36" CMP SE IE=140.2
24" CONC SE IE=147.9
36
"
C
O
N
C
36
"
C
M
P
T
O
P
SHED
GVL
CONC, TYP
GVL
GVL
STEEL
STEPS
CONC
ECB
EX
P
O
S
E
D
P
I
P
E
S
GA
T
E
CONC
CONC W/
GENERATOR
CONC W/
VENT, TYP
CONC
W/ AC UNIT
W/ SENSOR
TO
P
TOP
TOE
TO
P
T
O
P
GV
TOE
TO
E
TO
E
TOPCONC
CONC
T
O
E
W W W W W W W
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
UTUT
PPW
P
P
P P P P
P
P
P
P
P
P
P
P
P
P
ER
P
ER
P
ER
ECC
GV
P
P
P
P
P
P
P
P
ER
ER(2) W/
SENSORGV
UR
GV
GV
E
C
C
ECC
P
P
GRASS
GV
GV
ER
GV
EX
P
O
S
E
D
P
I
P
E
S
GVL
EX
P
O
S
E
D
P
I
P
E
S
EG
EG
EG
EG
EG
ASPH
CB TYPE 2
RIM=162.28
18" CONC NE IE=157.0
18" CONC SW IE=157.4
12" CONC S IE=157.7
24
"
C
P
P
P
I
P
E
W/
N
O
T
O
P
TO
E
UNDERGROUND
CENTER GAS TANK 38
UNDERGROUND
CENTER OF TANK 9
UNDERGROUND
CENTER OF TANK 8
UNDERGROUND
CENTER OF TANK 7
UNDERGROUND
CENTER OF TANK 6
UNDERGROUND
CENTER OF TANK 5
UNDERGROUND
CENTER OF TANK 4
UNDERGROUND
CENTER OF TANK 3
UNDERGROUND
CENTER OF TANK 2
UNDERGROUND
CENTER OF TANK 1
UNDERGROUND
CENTER GAS TANK 39
TOP/E
G
EX
P
O
S
E
D
P
I
P
E
S
UNDERGROUND
CENTER GAS TANK 37
UNDERGROUND
CENTER GAS TANK 36
ERUNDERGROUND CENTER GAS TANK 19
UNDERGROUND CENTER GAS TANK 17
UNDERGROUND CENTER GAS TANK 16
UNDERGROUND CENTER GAS TANK 15
UNDERGROUND CENTER GAS TANK 14
UNDERGROUND CENTER GAS TANK 13
UNDERGROUND CENTER GAS TANK 12
UNDERGROUND CENTER GAS TANK 11
G
G
G
G
G
G
G
G
G
G
G
G
G
CIRCULAR BASE W/
EXPOSED VERTICAL PIPES
T
O
P
℄
TOP
G
G
G
G
G
G
EDGE OF TANK 1
10' WIDE W
A
T
E
R
EASEMEN
T
P
E
R
RECORDIN
G
N
O
.
951116039
2
10' WIDE
T
E
M
P
CONSTRU
C
T
I
O
N
EASEMEN
T
P
E
R
RECORDI
N
G
N
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.
78122109
4
2
15' WIDE
P
E
R
M
A
N
E
N
T
EASEMEN
T
P
E
R
RECORDI
N
G
N
O
.
78122109
4
2
ECOLOGY
BLOCK (TYP)
10
'
W
I
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E
W
A
T
E
R
EA
S
E
M
E
N
T
P
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R
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C
O
R
D
I
N
G
N
O
.
95
1
1
1
6
0
3
9
2
UNDERGROUND CENTER GAS TANK 18
UNDERGROUND
CENTER OF TANK 10
20
'
W
I
D
E
S
E
W
E
R
A
N
D
P
U
B
L
I
C
UT
I
L
I
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6
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1
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7
9
8
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5
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.
7
7
0
7
0
1
1
0
0
8
15' WIDE PUBLIC
UTILITIES EASEMENT
PER RECORDING NO.
7707011009
CULVERT
36" CMP IE=128.0
10'
10'
10'
1
5
'
20
'
R/
W
R/
W
DI
T
/
H
A
L
F
P
I
P
E
GVL
1
4
0
15
0
14
2
14
4
14
6
14
8
15
2
15
4
15
6
1
3
2
1
3
4
1
3
6
1
3
8
12
0
13
0
122
124
126
12
8
120
128
15
0
14
6
14
6
14
8
14
8
140
150
142
144
146
148
14
8
15
0
1
5
0
16
0
17
0
18
0
15
2
15
4
15
6
15
8
16
2
1
6
4
1
6
6
16
8
17
2
17
4
17
6
17
8
18
2
18
4
1
5
0
15
2
1
5
4
1
5
6
15
0
15
2
220
230
240
218
222
224
226
228
232
234
236
238
242
17
0
18
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
16
0
17
0
18
0
19
0
20
0
21
0
22
0
20
0
210
20
2
204
206
208
212
214
216
16
0
15
8
16
2
16
4
16
6
16
8
15
0
16
0
17
0
18
0
19
0
150
148
152
20
2
3
0
5
9
0
9
3
2100 BENSON DR S
2023059071
S
P
U
G
E
T
D
R
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
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Δ
=
3
5
°
1
8
'
2
5
"
R
=
3
8
4
.
2
6
'
L
=
2
3
6
.
7
9
'
S0
0
°
4
5
'
4
9
"
W
6
3
1
.
1
5
'
S
1
6
°
2
2
'
1
0
"
E
1
,
1
1
5
.
9
2
'
FENCING PLAN (NORTH)
KEY MAP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
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Y
M
A
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E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
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S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
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T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
1
0
FENCING PLAN (NORTH)
04/19/202604/14/2026
PSE DWG # C3D11-578_S18
2026.05.20 15:35:09-07'00'
FENCE PROFILE SE CORNER
x
x
x
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
M
36
"
C
M
P
S
D
P
P
P
G G G G G G G
G G
G G G G G G G
G G G G G
17
0
18
0
16
6
16
8
17
2
17
4
1
7
6
1
7
8
1
8
2
160
17
0
162
164
16
6
1
6
8
1
7
2
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
x
x
x
x
x
1+46
0+00
1+00
C009
1DETAIL PLAN
-
AFENCE PROFILE
KEY MAP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
1
1
FENCING DETAILS (SHEET 1 OF 2)
04/19/202604/14/2026
PSE DWG # C3D11-578_S19
2026.05.20
15:35:26-07'00'
CULVERT PROFILE E-W
C009
ASECTION
C009
BSECTION
C009
CSECTION
C009
1BEVELED END SECTIONS
C009
2DEBRIS BARRIER
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Call before you dig.
PUGET SOUND ENERGY
SWARR STATION SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
R
R
S
T
A
T
I
O
N
S
E
C
U
R
I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
SW
A
R
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S
T
A
T
I
O
N
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C
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I
T
Y
M
A
I
N
T
E
N
A
N
C
E
P
R
O
J
E
C
T
WO NUMBER: 142003204 (LEADING), 10860860 (RETIREMENT)
C0
1
2
FENCING DETAILS (SHEET 2 OF 2)
C009
3CONCRETE HOUSEKEEPING PAD
04/19/202604/14/2026
PSE DWG # C3D11-578_S20
2026.05.20
15:37:33-07'00'
MINIMUM SOIL BEARING CAPACITY 1,500 PSF
ULTIMATE WIND SPEED 98MPH, CAT. II, EXP. C.
PR
O
J
E
C
T
CU
S
T
O
M
E
R
FS
#
QU
O
T
E
#
DA
T
E
D
R
A
F
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R
R
E
V
I
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W
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R
SY
S
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M
F
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SW
A
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N
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PU
G
E
T
S
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U
N
D
E
N
E
R
G
Y
FS
1
1
2
2
0
--
-
-
TJ
R
0
4
-
O
C
T
-
2
4
HO
T
D
I
P
G
A
L
V
A
N
I
Z
E
D
1.01
IN
D
E
X
S
H
E
E
T
-
MINIMUM CONCRETE STRENGTH 3,000 PSI
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
DESIGN CRITERIA
SWARR PROPANER8 1.01
ROUND STEEL POSTS:
SQUARE / RECT. STEEL POSTS & BEAMS:
BRACKET / PLATE / ANGLE STEEL:
STANDARD MATERIAL SPECIFICATIONS
MATERIALS ARE SUPPLIED ACCORDING TO THE FOLLOWING
SPECIFICATIONS UNLESS NOTED OTHERWISE
RAILS (STEEL):
PREGALVANIZED MATERIAL TO CONFORM TO ASTM A653w/ MINIMUM ZINC COATING WEIGHT 0.60 OZ/FT²
HOT DIP GALVANIZED MATERIAL TO CONFORM TO ASTM A123
FINISH SPECIFICATIONS
UNIONS (ALUMINUM):
ALUMINUM GATE FRAME MEMBERS:
POWDERCOAT MINIMUM THICKNESS: 2mm
ASTM A500 GRADE B
ASTM A53 GRADE B
ASTM A36
ASTM A513
AL6063-T5
AL6061-T6
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
S
.
I
-
4
5
E
N
N
I
S
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SHEET NO.
a
PR
ÆSI
D
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A
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b
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a
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d
ASCE 7-16
LATERAL BEARING PRESSURE 100 PSF/FT(SOIL VALUES TO BE FIELD VERIFIED)
SHEET INDEX
SHEET DESCRIPTION
1.00 TITLE SHEET
DATEREV.
1.01 INDEX SHEET
2.00 SITE LAYOUT
3.00 8'H SECURIFOR 4D TYPICAL ELEVATION
4.00 GUARDIAN 1000 TYPICAL DETAILS
5.00
4'W X 8'H MAN GATE EGRESS ONLY TYPICAL
6.00 NOT USED
9.00 HARDWARE
8.00 UNIONS & JIG
7.10 TYPICAL POST DETAIL
3.01 TYPICAL ELEVATION FOLLOWING SLOPE
NOT USED
5.01
2.01 SITE DETAIL GATES 1 & 2
2.02 SITE DETAIL GATE 9 & REMOVABLE PANEL
20'W X 8'H DOUBLE SWING GATE TYPICAL5.10
24'W X 8'H DOUBLE SWING GATE TYPICAL5.13
3.11 REMOVABLE PANEL DETAIL
11-MAR-26R8
11-MAR-26R8
05-JAN-26R5
23-DEC-25R4
3.20 12'H FENCE TYPICAL & TRANSITION DETAIL04-SEP-25R3
04-SEP-25R3
04-SEP-25R3
4'W X 8'H MAN GATE IN 12'H FENCE TYPICAL 5.02
23-DEC-25R4
17-DEC-25R4
06-FEB-26R6
06-FEB-26R6
14'W X 8'H DOUBLE SWING GATE TYPICAL5.1417-DEC-25R0
08-AUG-25R2
05-JAN-26R5
05-JAN-26R5
7.20 SUPERPOST DETAILS11-MAR-26R8
03/18/2026
Digitally signed
by Max N
Lehman
Date:
2026.03.18
11:20:58-06'00'
C014 SHT: 22 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S21
SP SP
SP
SP
SP SP
SP
SP SP SP
SP
SP
SP SP
SP
SP
SP
SP
SP
SP SP
SP
SP
SP
SPSP
SP
SPSP
SP
SP
SPSP
SPSP
SP
SP
SP
SP
1 3
2
4
5
6
7
8
9
TECH POST 1
TECH POST 2
SP01
SP13
SP12
SP11
SP10
SP09
SP08
SP07
SP06
SP05
SP04
SP03
SP02
20'-0"REMOVA
B
L
E
2
0
'
-
0
"
R
E
M
O
V
A
B
L
E
2
8
'
-
9
"
(
1
2
'
H
)
(
E
X
T
P
O
S
T
S
)
H
E
I
G
H
T
T
R
A
N
S
I
T
I
O
N
HEIGHT
TRANSITION ~30'-0"
(EXT POSTS)
1
2.01
12.
0
2
146'-0" (12'H)
110'-0" (12'H
)
60'-0
"
(
1
2
'
H
)
190'-0" (12'H)150'-0" (EXT POSTS)
3
1
'
-
9
1
/
2
"
(E
X
T
P
O
S
T
S
)
17'-3"73'-3"
90'-6" (EXT POSTS)
24'-6"
4'-7 1/4
"
29'-1 1/
4
"
8
0
'
-
0
"
(
E
X
T
P
O
S
T
S
)
4
0
'
-
0
"
(
E
X
T
P
O
S
T
S
)
5
0
'
-
0
"
(
E
X
T
P
O
S
T
S
)
60
'
-
0
"
2
0
'
-
0
"
2
9
'
-
6
"
3
4
'
-
0
"
48'-0"
28'-0"24'-0"
21
0
'
-
0
"
(
E
X
T
P
O
S
T
S
)
85
'
-
0
"
(
E
X
T
P
O
S
T
S
)
7'
-
9
"
3
5
'
-
0
"
206'-2"
412'-4" (12'H)
206'-2"4
5
'
-
0
"
130'-0"
7'-9"12'-0"
~40'-0"
(EXT POSTS)
164°
150°
136°130°
1
7
1
°
1
6
9
°
1
7
7
°
1
7
4
°
1
6
6
°
139
°
175°177°153°
145°130°
119°
17
9
°
NOTES:
1) MAX OC POST SPACINGS HAVE A TOLERANCE OF + 2.0"
2) PREFERRED POST SPACING METHOD IS EQUAL DISTRIBUTION ALONG A RUN (UP
TO THE MAX OC SPACING AS SHOWN ON SHT 3.00).
3) RED UNDERLAY LINES DENOTE EXISTING BELOW GROUND UTILITIES (SEE CLIENT
DWGS C009 & C 010 FOR ADDITIONAL INFO).
4) ALL UNDERGROUND CONFLICTS TO BE FIELD LOCATED PRIOR TO FENCE
INSTALLATION.
5) INSTALLER TO TAKE SPECIAL CARE WHEN INSTALLING FENCE POSTS AROUND
UNDERGROUND CONFLICTS.6) UNLESS OTHERWISE INDICATED. USE MAX OC POST SPACING (SPAN) AT
UNDERGROUND CONFLICTS, CENTER SPAN ABOVE CONFLICT TO PROVIDE
MAXIMUM CLEARANCE ON EITHER SIDE.
7) IF UNDERGROUND CONFLICTS ARE NOT AVOIDABLE USING THE METHOD
DESCRIBED IN NOTE 5, THE MAX OC SPACING MAY BE EXTENDED BY UP TO 2' FOR
ONE SPAN. IF THIS IS REQUIRED, THE SPANS IMMEDIATELY ADJACENT ON EACH
SIDE OF THE EXTENDED SPAN MUST BE REDUCED BY THE SAME AMOUNT USED IN
THE EXTENSION. (ex: | MAX OC | MAX -2' | MAX +2' | MAX -2' | MAX OC |)
8) IF CRITICAL TREE ROOTS THAT REQUIRE PROTECTION AS IDENTIFIED BY THE
ARBORIST ARE ENCOUNTERED DURING LINE POST EXCAVATION, THE
CONTRACTOR SHALL SHIFT THE LINE POST ALONG THE DEFINED LINEAR FENCEALIGNMENT AXIS AS NEEDED TO PROTECT CRITICAL TREE ROOTS. SEE NOTES 5 &
6 ABOVE. UPON LOCATING A SUITABLE LINE POST LOCATION ALONG THE LINEAR
FENCE ALIGNMENT AXIS WITH NO CRITICAL TREE ROOT CONFLICTS, THE
CONTRACTOR SHALL BACKFILL AND COMPACT THE UNUSED LINE POST
EXCAVATIONS IN CONFLICT WITH CRITICAL TREE ROOTS WITH EXCAVATION
SPOILS IN 12” LIFTS TO A FIRM AND UNYIELDING CONDITION. THE CONTRACTOR
SHALL MAINTAIN CRITICAL POST LOCATIONS AS DEFINED ON THESE PLANS,
INCLUDING CORNER POSTS, GATE POSTS, REMOVABLE PANEL POSTS, SUPER
POSTS, TECH POSTS, ETC., AND BRING ANY CONFLICTS BETWEEN EXISTING
CONDITIONS AND PROPOSED CRITICAL POST LOCATIONS TO THE ENGINEER'S
ATTENTION.
9) ALL FENCE TO BE HOT DIP GALVANIZED.
10)ALL FENCE TO BE 8'H EXCEPT WHERE NOTED AS (12'H).
11) EXTENDED POSTS (STANDARD LENGTH + 12") TO BE USED ALONG SECTIONS
NOTED WITH (EXT POSTS).
GATE# WIDTH/HEIGHT REMARKS
GATE SCHEDULE
1
20'W X 8'H 20'W DOUBLE SWING GATE (SWING IN)
4'W X 8'H 4'W EGRESS ONLY MAN GATE (R-OUT)2
3
4
5
24'W X 8'H 24'W DOUBLE SWING GATE (SWING IN)
14'W X 8'H 14'W DOUBLE SWING GATE (SWING OUT)
4'W X 8'H
6
7
8 4'W X 8'H
9
SPxx SUPERPOST LOCATION
4'W X 8'H 4'W EGRESS ONLY MAN GATE (L-OUT)
4'W X 8'H
4'W X 8'H
4'W EGRESS ONLY MAN GATE (L-OUT)
4'W EGRESS ONLY MAN GATE (L-OUT)
4'W EGRESS ONLY MAN GATE (L-OUT)
4'W EGRESS ONLY MAN GATE (L-OUT)
CUSTOMER TO VERIFY ALL DIMENSIONS
1
1
'
-
9
"
H
E
I
G
H
T
T
R
A
N
S
I
T
I
O
N
SEE NOTE 3
HE
I
G
H
T
TR
A
N
S
I
T
I
O
N
29'-5"
157'-1" (EXT POS
T
S
)
PR
O
J
E
C
T
CU
S
T
O
M
E
R
FS
#
QU
O
T
E
#
DA
T
E
D
R
A
F
T
E
R
R
E
V
I
E
W
E
R
SY
S
T
E
M
F
I
N
I
S
H
SW
A
R
R
P
R
O
P
A
N
E
PU
G
E
T
S
O
U
N
D
E
N
E
R
G
Y
FS
1
1
2
2
0
--
-
-
TJ
R
0
4
-
O
C
T
-
2
4
HO
T
D
I
P
G
A
L
V
A
N
I
Z
E
D
2.00
SI
T
E
L
A
Y
O
U
T
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 2.00
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
S
.
I
-
4
5
E
N
N
I
S
,
T
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5
1
1
9
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b
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a
.
c
o
m
SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C015 SHT: 23 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S22
294" POST OC
SCALE: NTS
PLAN2
SWING
DIRECTION
EXTERIOR
INTERIOR
288" OPENING
48"288"
382 516"
TERMINATE RAILS AND
FIELD WELD TO GATE POST
TERMINATE RAILS AND
FIELD WELD TO SUPER POST
SUPERPOST CONDUIT PLATE
SUPERPOST ACCESS HOLE
4"
FIELD WELD MAN GATE HINGES
TO SUPER POST
349 516" OC
55 516" OC
48" OPENING
6" SQ X 1/4" GATE POST 6" SQ X 1/4" GATE POST 858" OD SCH40
SUPERPOST
PR
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2.01
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A
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A
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E
S
1
&
2
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 2.01
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9
7
2
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7
8
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C016 SHT: 24 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S23
4618" FRAME
SWING DIRECTION
EXTERIOR
INTERIOR
STANDARD
LINE POST
1" LATCH GAP
54" POST OC
48"2"
78" HINGE GAP
240" POST OC
~2
0
12"
120"
M
A
X
O
C
T
Y
P
36
"
9"
Ø24"
4" SQ X 11ga POST
TYP
13
2
"
P
O
S
T
SEE SHEET 5.01 FOR
MAN GATE POST DETAIL
SCALE: NTS
ELEVATION1
SCALE: NTS
PLAN2
120" MAX OC TYP
EGRESS GATE
(GATE 9)
SEE SHEET 3.11 FOR
RACKABLE / REMOVABLE
FRAME DETAIL
6" X 1/4" FLAT SWEEP.
FIELD CUT TO FOLLOW SLOPE AND
ATTACH TO BOTTOM OF GATE FRAME
PR
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A
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9
&
RE
M
O
V
A
B
L
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P
A
N
E
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 2.02
Ma
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:
9
7
2
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8
7
8
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b
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03/18/2026
C017 SHT: 25 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S24
8"
80
"
96
"
8"
96
"
36
"
Ø24" PIER
9"
13
2
"
L
I
N
E
P
O
S
T
8'H X 8'W (NOMINAL)
SECURIFOR 4D 1-1 X 8.5GA
WELDED WIRE MESH
35% SCREENING / 65% OPEN AREA
~121.6 LB / PANEL
~E
Q
U
A
L
~E
Q
U
A
L
~E
Q
U
A
L
MESH TO RAIL
BRACKET 8" UNION RETENTION STRAP
(FRONT AND BACK OF UNION)
3" SQ X 11GA
POST TYP
PRESS-ON POST CAP
SECURE w/ TEK SCREW
OR RAM SET
Ø1-7/8" OD SS30
RAIL TYP
TERMINAL UNION
RETENTION STRAP
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
PLAN2
SCALE: NTS
SECTION3
8'H SECURIFOR 4D 1-1
GUARDIAN 1000
MED UNION
36" MAX CANTILEVER
DENTAL STRIP
FIELD BOLTED
THROUGH TOP
OF MESH
6 DETAIL @ DENTAL STRIP
SCALE: NTS
BOLT THROUGH WASHERS,
MESH & DENTAL STRIP USING
Ø5/16"-18 X 1.5" CARRIAGE BOLT
w/ BREAKAWAY NUT
Ø.5" ID X Ø1.5" OD
FENDER WASHERS ON
EITHER SIDE OF MESH 4
316
"
1" FROM EXTERIOR
FACE OF MESH
DENTAL STRIP AFFIXED
TO TOP OF MESH
120" POSTS OC TYP
3"3"
~EQUAL
100" UNIONS OC MAX TYP
~EQUAL
3
-
6
3.00
Ø36" PIER
4"
72
"
16
2
"
18
0
"
SUPERPOST
OUTSIDE
CORNER
TRIM
6"SQ X 1/4" SUPERPOST EXTENSION ARM
(ROTATE POST AS REQUIRED TO SET ARM POSITION)
TERMINAL PTR BRACKET ON POST
PAIRED w/ 6-3/8" RETENTION STRAP
ON EXTERIOR OF MESH AT ALL
NON-CORNER POSTS. TYP 2X/POST
PR
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TY
P
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L
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A
T
I
O
N
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR43.00
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9
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C018 SHT: 26 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S25
RAILS, PANELS, UNIONS, & DENTAL STRIP FOLLOW SLOPE
CONTOUR TOP OF PIER
TO MATCH SLOPE PIER & POST ON LOWEST SIDE
OF SLOPE TO MEET MINIMUM
PIER DEPTH & EMBEDMENT
120" MAX POSTS O.C.
FIELD CUT MESH TO FIT.
WIDEST PART CANNOT EXCEED
STANDARD PANEL WIDTH
FIELD BEND RAILS TO
ANGLE OF GRADE TYP.
(OR FIELD MITER &
WELD IF NECESSARY)9° / ~16% SLOPE SHOWN FOR REFERENCE.
FIELD CUT MESH TO FIT.
WIDEST PART CANNOT EXCEED
STANDARD PANEL WIDTH
USE ADDITIONAL UNION RETENTION STRAPS
AT JOINS OF FIELD CUT UNIONS (~20" OC)
SCALE: NTS
TYPICAL ELEVATION1
Ø1-7/8" OD SS30
RAIL TYP
GUARDIAN 1000
MED UNION
6" UNION RETENTION STRAP
(FRONT AND BACK OF UNION)
MESH TO RAIL
BRACKET
SEE DETAIL 3, SHEET 3.00
FOR PIER SIZING
FIELD BEND RAILS TO
ANGLE OF GRADE TYP.
(OR FIELD MITER &
WELD IF NECESSARY)
PR
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#
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3.01
TY
P
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I
O
N
FO
L
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O
W
I
N
G
S
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O
P
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-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR43.01
Ma
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:
9
7
2
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8
7
8
-
7
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03/18/2026
C019 SHT: 27 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S26
240" POST OC
96
"
4"
90
"
2"
12"2" MIN
2"3"
2"SQ X 3/16" RAIL
1/4" TRUSS CABLE w/
Ø1/2" x 6" JAW & EYE TURNBUCKLE
(2200 LB WORKING LOAD) TYP.
3" X 2" X 11ga X 90"LG UPRIGHT
HIGH SECURITY
LARGE UNION
FACTORY ATTACHED
TO UPRIGHT
4"SQ X 11ga POST
2" X 2" X 1/8" X 90"LG STRCT ANGLE FACTORY WELDED TO 3"X2" TUBE
1.5"SQ X 3/16" X 12"LG SPLICE SLEEVED INTO RAIL,
FIELD DRILLED & THRU-BOLTED w/
Ø3/8"-16 HH BOLTS & BREAKAWAY NUTS
Ø3/8"-16 CARRIAGE BOLT
w/ BREAKAWAY NUT
THRU ANGLE & SPLICE
2" X 2" X 1/8" X 3"LG STRCT ANGLE
FACTORY WELDED TO 3"X2" UPRIGHT
2" X 2" X 1/8" X 2.5"LG
STRCT ANGLE GUSSET
FACTORY WELDED TO 3"X2" UPRIGHT
2" X 2" X 1/8" X 2.5"LG STRCT ANGLE
GUSSET FACTORY WELDED TO RAIL TYP
2"SQ X 3/16" RAIL TYP
A
3.11
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
SECTION3
SCALE: NTS
PLAN2
SCALE: NTS
TYPICAL ELEVATION4
INSTALLED ON SLOPE
3
3.11
225" RAIL
FIELD CUT AS NEEDED
INFILL FIELD INSTALLED TO FOLLOW
SLOPE ON FRAMEWORK PER
TYPICAL INSTALLATION METHODS
FIELD DRILL & BOLT THROUGH POST w/
(5) Ø1/2"-13 HH BOLT & NYLON NUT
Ø1" HOLE FOR LIFTING
IN BACK FACE OF UPRIGHT
1/4" DIA. 7x19 TRUSS CABLE w/
Ø1/2" x 6" JAW & EYE TURNBUCKLES
(2200LBS WORKING LOAD) TYP.
CRIMPS ON ONE END TO BE SET IN FIELD
AFTER FRAME IS SECURED TO POSTS
5° SLOPE FOR EXAMPLE
FRAMEWORK RACKABLE UP TO 20°
1/8TERMINATE RAILS AND
FIELD WELD TO SPAN POST
HIGH SECURITY LARGE UNION
FACTORY ATTACHED TO UPRIGHT TYP
FIELD DRILL & BOLT THROUGH POST w/
Ø1/2"-13 HH BOLT & NYLON NUT, 5X PER POST
~2
0
"
O
C
T
Y
P
POST (BEYOND)
NOT SHOWN
SCALE: NTS
DETAILA
PR
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3.11
RE
M
O
V
A
B
L
E
P
A
N
E
L
D
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A
I
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-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 3.11
Ma
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:
9
7
2
-
8
7
8
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7
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C020 SHT: 28 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S27
8"
64
"
14
4
"
8"
14
4
"
48
"
Ø24" PIER
9"
M
I
N
19
2
"
L
I
N
E
P
O
S
T
12'H X 8'W (NOMINAL)
SECURIFOR 4D 1-1 X 8.5GA
WELDED WIRE MESH
~E
Q
U
A
L
~E
Q
U
A
L
~E
Q
U
A
L
MESH TO RAIL
BRACKET
8" UNION RETENTION STRAP
(FRONT AND BACK OF UNION)
4" SQ X 11GA
POST TYP
PRESS-ON POST CAP
SECURE w/ TEK SCREW
OR RAM SET
Ø1-7/8" OD SS30
RAIL TYP
TERMINAL UNION
RETENTION STRAP
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
PLAN2
SCALE: NTS
SECTION3
LARGE HIGH SECURITY UNION
USE THROUGHOUT 12'H
& TRANSITION SECTIONS
DENTAL STRIP
FIELD BOLTED
THROUGH TOP
OF MESH
DENTAL STRIP AFFIXED
TO TOP OF MESH
120" POSTS OC TYP
3"3"~EQUAL
100" UNIONS OC TYP
~EQUAL
3
3.20
6
3.00
Ø36" PIER
4"
72
"
22
2
"
24
0
"
SUPERPOST
OUTSIDE
CORNER
TRIM
6"SQ X 1/4" SUPERPOST EXTENSION ARM
(ROTATE POST AS REQUIRED TO SET ARM POSITION)
64
"
~E
Q
U
A
L
~E
Q
U
A
L
~E
Q
U
A
L
4834" UNIONS OC TYP
THROUGHOUT TRANSITION
FIELD CUT PANELS TO WIDTH &
HEIGHT THROUGHOUT TRANSITION4818" PANEL
14
4
"
13
2
"
12
0
"
10
8
"
FIELD CUT UNIONS TO HEIGHT
THROUGHOUT TRANSITION
~195" TRANSITION SECTION
FIELD CUT POST TO
HEIGHT
SEE NOTE 1
SEE NOTE 2
NOTES:
1. EXTEND TOP RAIL OF 8'H FENCE TO POST AT START OF
TRANSITION SECTION.
2. EXTEND MIDDLE RAIL OF 12'H FENCE TO NEXT UNION
PAST POST IN MIDDLE OF TRANSITION SECTION.
4" SQ X 11GA
POST TYP
3" SQ X 11GA
POST TYP
SEE SHEET 3.00 FOR
8'H FENCE TYPICAL
DETAILS
TERMINAL UNION
RETENTION STRAP
WITHIN TOP 6" OF
UNION @ STEP
120" POSTS OC TYP120" POSTS OC TYP
8'H FENCE
96
"
120" POSTS OC TYP
7"
71
"
13
5
"
PR
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12
'
H
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P
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A
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&
TR
A
N
S
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O
N
D
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A
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-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 3.20
Ma
i
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:
9
7
2
-
8
7
8
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7
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03/18/2026
C021 SHT: 29 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S28
12"
O
.
C
.
0.155" DIA.
0.
1
5
5
"
D
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A
.
34 VERTICAL WIRES
241 HORIZONTAL WIRES
3.013
12
0
14"±
1
/
2
"
0.
0
9
5
"
3" O.C.
99" C.C.
12
0
"
0"3"6"
24
"
27
"
30
"
33
"
36
"
39
"
42
"
45
"
48
"3"
21
"
24
"
27
"
30
"
33
"
36
"
39
"
42
"
45
"
48
"6"9"
12
"
15
"
33
"
12
"
15
"
18
"
21
"9"
51
"
316" NIBS 316" NIBS
9912"±1/2" FINISHED PANEL WIDTH
1"
[
2
5
.
4
]
12"
[
1
2
.
7
]
1"
[
2
5
.
4
]
3.014
4 DETAIL
SCALE: NTS
3 SECTION
SCALE: NTS
1 ELEVATION
SCALE: NTS
2 PLAN
SCALE: NTS
PR
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4
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DE
T
A
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L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
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c
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SHEET NO.
PSE TYPICALR0 4.10
03/18/2026
C023 SHT: 31 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S29
4618" FRAME
SCALE: NTS
PLAN2
SWING DIRECTION
EXTERIOR
INTERIOR
FIELD ATTACH 90° DENTAL STRIP
TO TOP OF TRANSOM BAR USING
TEK SCREWS @ 10" MAX OC
94
"
F
R
A
M
E
2" SQ X 11GA
HINGE SIDE
UPRIGHT
2"SQ X 14GA
MIDRAIL TYP
2" SQ X 11GA
LATCH SIDE
UPRIGHT
94
"
F
R
A
M
E
36
"
93
"
(
∠ 3
/
4
"
X
3
/
4
"
X
1
/
8
"
)
6"
6"
3" X 2" X 1/4" CLOSURE
ANGLES
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
GATE DETAIL4
STANDARD LINE POST
1/8
1/8
TERMINATE RAILS AND
FIELD WELD TO GATE POST
FIELD WELD HINGES
TO GATE POST
SCALE: NTS
DETAIL @ HINGE POST3
78" HINGE GAP 1" LATCH GAP
36
"
22
"
35
"
35
"
24
"
PANIC BAR, LOCKSET AND GATE CLOSER TO BE
PROVIDED BY OTHERS AND FIELD INSTALLED
4" X 1/4" FLAT WELDED
TO FRAME FOR
CLOSER ATTACHMENT
3" X 2" RCT X 11GA TRANSOM BAR
FOR GATE CLOSER ATTACHMENT;
FIELD WELD TO POSTS
14
4
"
G
A
T
E
P
O
S
T
S
10
8
"
6" SQ X 3/16"
GATE POST
6" X 4" X 3/8" ANGLE
WELDED OVER
INTERIOR PANIC
PLATE
11GA PANIC PLATE
(INTERIOR)
1"
G
A
P
2"
G
A
P
2" SQ X 11GA
BTM FRAME
4358" (∠ 3/4" X 3/4" X 1/8")
4618" FRAME
2" SQ X 11GA
TOP FRAME
3/4" X 3/4" X 1/8" ANGLE
ALL AROUND MESH
16GA PANIC PLATE
(EXTERIOR)
SECURIFOR 4D
INFILL
LOCKBOX 15-BXSGL234-2W
2" DEEP x 2-1/8" OPENING
x 2-3/4" BACKSET
(BEST 8T3 DEADBOLT
BY OTHERS)
6"
3"
54" POST OC
48"
36
"
SEE DETAIL 3, SHEET 3.00
FOR PIER SIZING
5"
R1/2" @ PROJECTED
ANGLE CORNERS.
TYP 4X
5" X 1/4" FLAT 24" LG
OVER END OF ANGLES;
HINGE SIDE ONLY
PR
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5.01
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W
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8
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A
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G
A
T
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EG
R
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S
S
O
N
L
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T
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P
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C
A
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR6 5.01
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
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:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
S
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I
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5
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SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C024 SHT: 32 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S30
4618" FRAME
SCALE: NTS
PLAN2
SWING DIRECTIONEXTERIOR
INTERIOR
2" SQ X 11GA
HINGE SIDE
UPRIGHT
2"SQ X 14GA
MIDRAIL TYP
94
"
F
R
A
M
E
36
"
93
"
(
∠ 3
/
4
"
X
3
/
4
"
X
1
/
8
"
)
6"
6"
3" X 2" X 1/4" CLOSURE
ANGLES
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
GATE DETAIL4
STANDARD LINE POST
1/8
1/8
TERMINATE RAILS AND
FIELD WELD TO GATE POST
FIELD WELD HINGES
TO GATE POST
SCALE: NTS
DETAIL @ HINGE POST3
78" HINGE GAP
1" LATCH GAP
36
"
22
"
35
"
35
"
24
"
PANIC BAR, LOCKSET AND GATE CLOSER TO BE
PROVIDED BY OTHERS AND FIELD INSTALLED
4" X 1/4" FLAT WELDED
TO FRAME FOR
CLOSER ATTACHMENT
6" SQ X 3/16"
GATE POST
6" X 4" X 3/8" ANGLE
WELDED OVER
INTERIOR PANIC
PLATE
11GA PANIC PLATE
(INTERIOR)
2"
G
A
P
2" SQ X 11GA
BTM FRAME
4358" (∠ 3/4" X 3/4" X 1/8")
4618" FRAME
2" SQ X 11GA
TOP FRAME
3/4" X 3/4" X 1/8" ANGLE
ALL AROUND MESH
6"
3"
54" POST OC
48"
48
"
94
"
F
R
A
M
E
19
2
"
G
A
T
E
P
O
S
T
S
14
4
"
3" X 2" RCT X 11GA TRANSOM BAR
FOR GATE CLOSER ATTACHMENT;
FIELD WELD TO POSTS
1"
G
A
P
~5
12"
FIELD CUT RAILS, UNIONS, & INFILL TO
FIT TRANSOM SPACE ABOVE GATE.
FIELD WELD RAILS TO POSTS
16GA PANIC PLATE
(EXTERIOR)
SECURIFOR 4D
INFILL
LOCKBOX 15-BXSGL234-2W
2" DEEP x 2-1/8" OPENING
x 2-3/4" BACKSET
(BEST 8T3 DEADBOLT
BY OTHERS)
2" SQ X 11GA
LATCH SIDE
UPRIGHT
Ø24" PIER
9"
M
I
N
5"
R1/2" @ PROJECTED
ANGLE CORNERS.TYP 4X
5" X 1/4" FLAT 24" LGOVER END OF ANGLES;
HINGE SIDE ONLY
PR
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5.02
4'
W
X
8
'
H
M
A
N
G
A
T
E
I
N
12
'
H
F
E
N
C
E
T
Y
P
I
C
A
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR6 5.02
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
S
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5
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N
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c
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SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C025 SHT: 33 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S31
Ø24" PIER
48
"
36
"
6"SQ X 1/4"
GATE POST
47
"
94
"
F
R
A
M
E
246" POST OC
218" HINGE GAP
11638" FRAME
57 916"581316"
218" HINGE GAP
11638"FRAME
57 916"581316"
3" LATCH GAP
2"
G
A
P
FIELD INSTALL
FULCRUM
LATCHFIELD INSTALL
DROP RODS
2" X 1" X 14GA
MIDRAIL TYP
MESH TO RAIL BRACKET
2" X 1/4" FLAT OVER MESH;
2"SQ X 11GA UPRIGHT
BEHIND MESH
2"SQ X 11GA
TOP MEMBER
2"SQ X 11GA
BTM MEMBER
3" X 2" X 11GA
LATCH UPRIGHT
3/4" X 3/4" X 1/8" ANGLE
ALL AROUND MESH
2"SQ X 11GA
HINGE UPRIGHT
1/4" TRUSS CABLE w/ GUSSETS
& 1/2" X 6" JAW & EYE
TURNBUCKLES w/ A 800LBS
WORKING LOAD
1/8
TERMINATE RAILS AND
FIELD WELD TO GATE POST
1/8
GATE POST
FIELD WELD HINGES
TO GATE POST 4
5.10 SCALE: NTS
PLAN2
SCALE: NTS
SECTION3
SCALE: NTS
TYPICAL ELEVATION1
GATE WEIGHT: ~320 LBS PER LEAF
SCALE: NTS
DETAIL4
SECURIFOR® 4D 54-30 INFILL
7" BBB HINGE TYP
SWING
DIRECTION
EXTERIOR
INTERIOR
11358" (3/4" X 3/4" X 1/8" ANGLE)
92
12"
(
3
/
4
"
X
3
/
4
"
X
1
/
8
"
A
N
G
L
E
)
5
5.10
36
"
12
"
4" X 3" X 1/4"
CLOSURE
ANGLE
FIELD ATTACH 90° DENTAL STRIP
TO TOP OF GATE AFTER GATE IS
ASSEMBLED & HUNG USING
TEK SCREWS @ 12" MAX OC
96
"
13
2
"
G
A
T
E
P
O
S
T
3
5.10
46
"
240" OPENING
GATES SWING IN AS SHOWN.
FOR OPPOSITE SWING, MOUNT
GATE LEAFS TOWARD FRONT
CORNER OF GATE POST
DROP ROD ON ONE GATE LEAF
MAY BE INSTALLED ON INTERIOR
OR EXTERIOR AS REQUIRED
PR
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5.10
20
'
W
X
8
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H
D
B
L
S
W
I
N
G
GA
T
E
T
Y
P
I
C
A
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR3 5.10
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
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-
8
8
7
-
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5
5
2
33
0
9
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5
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c
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SHEET NO.
a
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ÆSI
D
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b
r
a
n
d
03/18/2026
C026 SHT: 34 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S32
Ø24" PIER
48
"
36
"
6"SQ X 1/4"
GATE POST
47
"
94
"
F
R
A
M
E
294" POST OC
218" HINGE GAP
14038"FRAME
69 916"701316"
3" LATCH GAP
2"
G
A
P
FIELD INSTALL
FULCRUM
LATCH
2" X 1" X 14GA
MIDRAIL TYP
MESH TO RAIL BRACKET
2" X 1/4" FLAT OVER MESH;
2"SQ X 11GA UPRIGHT
BEHIND MESH
2"SQ X 11GA
TOP MEMBER
2"SQ X 11GA
BTM MEMBER
3" X 2" X 11GA
LATCH UPRIGHT
3/4" X 3/4" X 1/8" ANGLE
ALL AROUND MESH
2"SQ X 11GA
HINGE UPRIGHT
1/8
TERMINATE RAILS AND
FIELD WELD TO GATE POST
1/8
GATE POST
FIELD WELD HINGES
TO GATE POST 4
5.13 SCALE: NTS
PLAN2
SCALE: NTS
SECTION3
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
DETAIL4
SECURIFOR® 4D INFILL
7" BBB HINGE TYP
SWING
DIRECTION
EXTERIOR
INTERIOR
13758" (3/4" X 3/4" X 1/8" ANGLE)
92
12"
(
3
/
4
"
X
3
/
4
"
X
1
/
8
"
A
N
G
L
E
)
4" X 3" X 1/4"
CLOSURE
ANGLE
FIELD ATTACH 90° DENTAL STRIP
TO TOP OF GATE AFTER GATE IS
ASSEMBLED & HUNG USING
TEK SCREWS @ 12" MAX OC
96
"
13
2
"
G
A
T
E
P
O
S
T
3
5.13
288" OPENING
GATES SWING IN AS SHOWN.
FOR OPPOSITE SWING, MOUNT
GATE LEAFS TOWARD FRONT
CORNER OF GATE POST
DROP ROD ON ONE GATE LEAF
MAY BE INSTALLED ON INTERIOR
OR EXTERIOR AS REQUIRED
218" HINGE GAP
14038"FRAME
69 916"701316"
FIELD INSTALL
DROP RODS
1/4" TRUSS CABLE w/ GUSSETS
& 1/2" X 6" JAW & EYE
TURNBUCKLES w/ A 800LBS
WORKING LOAD
36
"
12
"
46
"
PR
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C
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CU
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HS
#
QU
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W
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F
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P
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HO
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5.13
24
'
W
X
8
'
H
D
B
L
S
W
I
N
G
GA
T
E
T
Y
P
I
C
A
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR3 5.13
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
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5
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c
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SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C027 SHT: 35 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S33
Ø24" PIER
48
"
36
"
6"SQ X 1/4"
GATE POST
47
"
94
"
F
R
A
M
E
218" HINGE GAP
8038"FRAME
40 316"40 316"
3" LATCH GAP
2"
G
A
P
2" X 1" X 14GA
MIDRAIL TYPMESH TO RAIL BRACKET
2"SQ X 11GA
TOP MEMBER
2"SQ X 11GA
BTM MEMBER
3/4" X 3/4" X 1/8" ANGLE
ALL AROUND MESH 2"SQ X 11GA
HINGE UPRIGHT
1/4" TRUSS CABLE w/ GUSSETS
& 1/2" X 6" JAW & EYE
TURNBUCKLES w/ A 800LBS
WORKING LOAD
1/8
TERMINATE RAILS AND
FIELD WELD TO GATE POST
1/8
GATE POST
FIELD WELD HINGES
TO GATE POST
4
5.12
SCALE: NTS
PLAN2
SCALE: NTS
SECTION3
SCALE: NTS
TYPICAL ELEVATION1
SCALE: NTS
DETAIL4
7" BBB HINGE TYP
SWING
DIRECTION
EXTERIOR
INTERIOR
7758" (3/4" X 3/4" X 1/8" ANGLE)
92
12"
(
3
/
4
"
X
3
/
4
"
X
1
/
8
"
A
N
G
L
E
)
4" X 3" X 1/4"
CLOSURE
ANGLE
FIELD ATTACH 90° DENTAL STRIP
TO TOP OF GATE AFTER GATE IS
ASSEMBLED & HUNG USING
TEK SCREWS @ 12" MAX OC
96
"
13
2
"
G
A
T
E
P
O
S
T
GATES SWING OUT AS SHOWN.
FOR OPPOSITE SWING, MOUNT
GATE LEAFS TOWARD BACK
CORNER OF GATE POST
DROP ROD ON ONE GATE LEAF
MAY BE INSTALLED ON INTERIOR
OR EXTERIOR AS REQUIRED
12
"
FIELD INSTALL
FULCRUM
LATCH
FIELD INSTALL
DROP RODS
3
5.12
36
"
46
"
SECURIFOR® 4D INFILL
3/4" MAX OFFSET
174" POST OC
168" OPENING
3" X 2" X 11GA
LATCH UPRIGHT
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GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
PSE TYPICALR3 5.14
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PR
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D
I
A
D
b
r
a
n
d
03/18/2026
C028 SHT: 36 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S34
144" (156" FOR EXTENDED POSTS / 192" FOR 12'H FENCE)
132" (144" FOR EXTENDED POSTS)
BT
M
BT
M
36" TO GRADE (REF)
36" TO GRADE (REF)
6"
6"
14"
SCALE: NTS
6" SQ X 3/16" MAN GATE POST2
SCALE: NTS
6" SQ X 1/4" DBL SWING GATE POST3
HOT DIP GALVANIZED FINISH
HOT DIP GALVANIZED FINISH
132" (144" FOR EXTENDED POSTS)
BT
M
36" TO GRADE (REF)
3"
3"
11GA
SCALE: NTS
3" SQ X 11GA 8'H FENCE LINE POST1
HOT DIP GALVANIZED FINISH
192" (204" FOR EXTENDED POSTS)
BT
M
36" TO GRADE (REF)
SCALE: NTS
4" SQ X 11GA 12'H FENCE LINE POST4
HOT DIP GALVANIZED FINISH
4"
4"
11GA
6"
6"
316"
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P
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C
A
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P
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T
A
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L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 7.10
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
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a
x
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4
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8
8
7
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c
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SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C029 SHT: 37 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S35
BB
C
AA SECTION A-A
D
D
SECTION B-B
DETAIL C
SECTION D-D
EQUIPMENT NOT SHOWN:
PRESS-ON POST CAPS WILL BE1.
PROVIDED FOR TOP OF POST AND
OPEN END OF EXTENSION ARM.
GASKET, COVER PLATE, AND2.
MACHINE SCREWS WILL BE
PROVIDED FOR EACH ACCESS HOLE.
ALL CONDUIT, ELECTRICAL, AND3.
SECURITY COMPONENTS USED IN
CONJUNCTION WITH SUPERPOST
TO BE PROVIDED BY OTHERS AND
ATTACHED IN FIELD.
ANY ADDITIONAL MOUNTING, PASS-4.
THROUGH, OR ACCESS HOLES
REQUIRED BEYOND WHAT IS
SHOWN IN THIS DRAWING ARE TO
BE FIELD DRILLED.
PIER SHOWN FOR REFERENCE ONLY.
SEE SHEET 3.00 FOR PIER CONFIGURATION.
6" X 3" ACCESS HOLE w/
GASKET & COVER PLATE
4" X 2" X 1/4"
GROUND PLATE
w/ 2-HOLE NEMA
GROUND PLATE LOWER ACCESS HOLE
4" X 3" X 1/4"
CONDUIT PLATE
FACTORY WELDED
INTO POST
Ø23
8"
6"
6"
48"
6" X 3" ACCESS HOLE w/
GASKET & COVER PLATE
6" X 6" X 1/4"
EXTENSION ARM
18
0
"
(2
4
0
"
F
O
R
1
2
'
H
T
O
1
5
'
H
F
E
N
C
E
)
(7
2
"
)
M
A
Y
V
A
R
Y
P
E
R
S
I
T
E
16
8
"
(2
2
8
"
F
O
R
1
2
'
H
T
O
1
5
'
H
F
E
N
C
E
)
TOP OF PIER
48"
3"
4"
15
"
22
"
15
"
4"
134"118"
℄Ø1/2"-13
TAPPED
HOLES 2X
SCALE: NTS
GROUND PAD DETAILA
14"
A36 STEEL
SCALE: NTS
15'H AFG SUPERPOST1
Ø858" OD SCH40
SUPERPOST
Ø8
5 8"
35°45°
TOP OF PIER
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7.20
SU
P
E
R
P
O
S
T
D
E
T
A
I
L
-
GUARDIAR RESERVES THE RIGHT TO
CHANGE DRAWINGS AT ANY TIME WITHOUT NOTICE.
CONTACT YOUR SALES SUPPORT FOR THE MOST UP TO DATE COPY.
SWARR PROPANER8 7.20
Ma
i
n
:
9
7
2
-
8
7
8
-
7
0
0
0
F
a
x
:
2
1
4
-
8
8
7
-
4
5
5
2
33
0
9
S
.
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a
.
c
o
m
SHEET NO.
a
PR
ÆSI
D
I
A
D
b
r
a
n
d
03/18/2026
C030 SHT: 38 OF 45 REV 0
REVIEWED: HDR/N. COCKBAIN
APPROVED: HDR/J. BECKER
CLASS: SITE
CODE: SWARR
WO#: 142003204
PSE DWG # C3D11-578_S36
W
WWWWW
EC
B
EC
B
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W W W
W
WWSDSD
SD
SD
SD
SD
SD
SD
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
36" CONC
36" CMP
24" CONC PIPEW/ NO TOP
SD
SD
W
W
W
W
W
W
UTUT
W
UR
S
D
x
x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x x x x x x x x x x x x x x
x x x x
x x
x
x
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SWARR STATION
SWARR STATION
SIGNAGE PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PUGET SOUND ENERGY
SWARR SECURITY MAINTENANCE PROJECT
2100 BENSON DRIVE S, RENTON, WA 98055 SW
A
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S
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A
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A
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A
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WO #: 142003204, 10860860
Call before you dig.
E0
0
2
SIGNAGE PLAN
LEGEND
AWS HFION GE
TT
OA
NTS
RE DGEIRSET
56817
AEHLC I HEM S
KM
IATDTA
P
R REOEFENISSGINOE N AL
04/17/2026
2026-04-17
Andrew Olson Digitally signed by Andrew Olson
Date: 2026.04.29 09:01:57-07'00'PSE 2026-04-29
PSE DWG # C3D11-578_S37