HomeMy WebLinkAboutPSE Gas Relocation Plans - Add1N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
PSE
N/A
N/A
PSE N/A
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A
GAS
PROJECT PHASE Notification #Order #
SVC Retirement
Service/Meter
SAP Superior
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
60
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
N/A N/A
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
FOOTAGE BETWEEN FITTINGS.
18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)
10
9
1
4
1
7
8
1
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
HOLE HOG TABLE
CALLOUT LOCATION DEPTH LENGTH
BP1 START
BP2 END
BP3 START
BP4 END
BP5 START
BP6 END
BP7 START
BP8 END
BP9 START
BP10 END
BP11 START
BP12 END
BP13 START
BP14 END
BP15 START
BP16 END
BP17 START
BP18 END
BP19 START
BP20 END
PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING
INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400
REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES
INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND
PSE GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS.
MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED
BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300.
INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE
NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED
REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR
STANDARDS 2525.2100 AND 2525.3600.
PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
11.
12.
14.
13.
AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
PER PSE GAS OPERATING STANDARD 2550.1600.
ABANDONMENT OR DEACTIVATION.
10.
9.
5.
6.
7.
8.
GAS OPERATING STANDARD 2525.2300.
4.
1.
2.
3.
OUTAGE.
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:
WORK AREA
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60 IP132- 60
N/A
109141781
N/A
1"=20'1 / 10
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
INSTALL
N/AMN Retirement
RENTON
132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
N/A
N/A
11637435 109141781
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY:
17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:#####
#####
N/A
Service/Meter
108634556
108655521
N/A
N/A
N/A
N/A
N/A
N/A N/A
SE 172ND ST STORMWATER IMPROVEMENT PROJECT
CENTER LINE
36
3
2
ROW
PROPOSED GAS MAIN
EXISTING GAS MAIN
DEACTIVATED GAS LINE
PROPOSED GAS SERVICE
EXISTING GAS SERVICE
LEGEND
EXISTING HIGH PRESSURE GAS
PROPOSED HIGH PRESSURE GAS
PROPOSED SERVICE TEE
PROPOSED B/O STOPPER
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
PLOT PLAN A
SEE SHEET 2
PLOT PLAN B
SEE SHEET 3
PLOT PLAN C
SEE SHEET 4
PLOT PLAN D
SEE SHEET 5
PLOT PLAN E
SEE SHEET 5
SE 172ND ST
SE 172ND ST
12
2
N
D
A
V
E
S
E
12
3
R
D
A
V
E
S
E
12
4
T
H
A
V
E
S
E
12
5
T
H
A
V
E
S
E
SITE PLAN
NOT TO SCALE
PLOT PLAN F
SEE SHEET 6
PLOT PLAN G
SEE SHEET 7
PLOT PLAN H
SEE SHEET 8
PLOT PLAN I
SEE SHEET 9
SE 171ST ST
PLOT PLAN J
SEE SHEET 10
12
7
T
H
A
V
E
S
E
PROPOSED HIGH VOLUME
TAPPING TEE
2"MPE 824'
2"
2"
MPE
MPE
109119022
109063876
2021
2011
93'
600'
1-1/4"PEI 822326 1982 10'
1-1/4"MPE 13'
RETIRMENT 2"MPE 693'
1-1/4"PEI 10'
#####
12
1
4
5
17
0
4
5
17
0
4
0
17
0
3
9
12137 12201
17
0
4
6
25'25'
25'25'
50'
R/W
50'
R/W
30'
30'
60'
R/W
30'
30'
60'
R/W
IP GAS FLOW
IP GAS FLOW
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
N
PLOT PLAN A
SCALE: 1" = 20'-0"
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 2' 8"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN. TOP OF
STORM WILL BE
APPROXIMATELY 3' 4" FROM
TOP OF GRADE.
PROPOSED 1-1/8" MPE SVC TIE-IN
116'N C/L
10'W C/L
1
2
MATCHLINE A-A
SEE PAGE 3
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'2 / 10
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
MA
T
C
H
L
I
N
E
B
-
B
SE
E
P
A
G
E
4
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
44'N C/L & 10'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
61'N C/L & 10'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
42'N C/L & 10'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
63'N C/L & 10'W C/L
____'N C/L & ____'W C/L
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
LOWER 2" MPE GAS BY 2' 2" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 3" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 5' 6" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
IP GAS FLOW
IP GAS FLOW
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
2
2
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
10'S C/L & 23'W C/L
____'S C/L & ____'W C/L
ELBOW 2"X90° MPE
6'S C/L & 24'W C/L
____'S C/L & ____'W C/L
ELBOW 2"X90° MPE
6'S C/L & 1'E C/L
____'S C/L & ____'E C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
10'S C/L & 24'W C/L
____'S C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 1'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
TEE 2"X2" INLINE TEE
(SQUEEZE & FUSE TIE IN)
6'S C/L & 10'W C/L
____'S C/L & ____'W C/L
INSTALL NEW 2" MPE IP GAS
MAIN AT LEAST 5' 3" FROM
TOP OF GRADE TO CLEAR
CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM
DRAIN WILL BE
APPROXIMATELY 4' 3" FROM
TOP OF GRADE.
INSTALL NEW 2" MPE IP GAS
MAIN AT LEAST 5' 3" FROM TOP
OF GRADE TO CLEAR
PROPOSED 1" WATER PIPE.
BOTTOM OF WATER PIPE WILL
BE APPROXIMATELY 4' 3" FROM
TOP OF GRADE.
CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
132A
LOWER 2" MPE GAS BY 2' 2" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 3" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 5' 6" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
INSTALL NEW 2" MPE IP GAS MAIN
AT LEAST 5' 3" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
TOP OF STORM DRAIN WILL BE
APPROXIMATELY 2' 9" FROM TOP
OF GRADE & BOTTOM OF STORM
DRAIN WILL BE APPROXIMATELY
4' 3" FROM TOP OF GRADE.
INSTALL NEW 2" MPE IP GAS MAIN
AT LEAST 5' 3" FROM TOP OF GRADE
TO CLEAR PROPOSED 1" WATER
PIPE. TOP OF WATER PIPE WILL BE
APPROXIMATELY 3' 7" FROM TOP OF
GRADE & BOTTOM OF WATER PIPE
WILL BE APPROXIMATELY 3' 10"
FROM TOP OF GRADE.
CUT & CAP
CAP 2" MPE
12'S C/L & AT C/L
____'S C/L & ____ C/L
CUT & CAP
CAP 2" MPE
7'S C/L & 10'W C/L
____'S C/L & ____'W C/L
(_
_
_
_
'
)
6'
p
r
o
p
o
s
e
d
(_
_
_
_
'
)
4'
p
r
o
p
o
s
e
d
(____')
11' proposed
(____')
14' proposed
(_
_
_
_
'
)
21
'
p
r
o
p
o
s
e
d
Scale: NTS
TIE IN DETAIL2
2
Scale: NTS
TIE IN DETAIL1
2
Scale: NTS
VERTICAL OFFSET SECTION2
2
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 1'E C/L
ELBOW 2"X90° MPE
6'S C/L & 1'E C/L TEE 2"X2" INLINE TEE
6'S C/L & 10'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
10'S C/L & 24'W C/L
ELBOW 2"X90° MPE
10'S C/L & 24'W C/L
ELBOW 2"X90° MPE
6'S C/L & 24'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
6'S C/L & 10'W C/L
ELBOW 2"X90° MPE
12'S C/L & 1'E C/L
17
0
3
4
17
0
1
1
17
0
0
3
17
0
1
2
17
0
2
5
1
7
0
3
3
17
0
2
6
17
0
1
7
17
0
1
8
17
0
0
4
25'25'
50'
R/W
25'25'
50'
R/W
17
0
0
4
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'3 / 10
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN B
SCALE: 1" = 20'-0"
MATCHLINE A-A
SEE PAGE 2
2
3
IP
G
A
S
F
L
O
W
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
323'N C/L & 10'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
339'N C/L & 10'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
321'N C/L & 10'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
341'N C/L & 10'W C/L
____'N C/L & ____'W C/L
LOWER 2" MPE GAS BY 1' 5" TO
CLEAR CITIES PROPOSED 12" & 18"
STORM DRAINS. BOTTOM OF
LOWEST STORM DRAIN WILL BE
APPROXIMATELY 4' 2" FROM TOP OF
GRADE. TOP OF GAS WILL NEED TO
BE AT LEAST 5' 2" FROM TOP OF
GRADE TO PROVIDE SUFFICIENT
CLEARANCE.
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 5' 4" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
10" FROM TOP OF GRADE.
PROPOSED 1-1/8" MPE SVC TIE-IN
385'N C/L
10'W C/L
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 5' 3" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
9" FROM TOP OF GRADE.
PROPOSED 1-1/8" MPE SVC TIE-IN
452'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
317'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
523'N C/L
10'W C/L
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 5' 2" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
8" FROM TOP OF GRADE.
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
1
3
IP
G
A
S
F
L
O
W
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
630'N C/L & 10'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
584'N C/L & 20'W C/L
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
(____')
(_
_
_
_
'
)
16
'
p
r
o
p
o
s
e
d
CUT & CAP
CAP 2" MPE
585'N C/L & 10'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
629'N C/L & 10'W C/L
____'N C/L & ____'W C/L
CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
132A
10' proposed
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
584'N C/L & 10'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
630'N C/L & 20'W C/L
____'N C/L & ____'W C/L
LOWER 2" MPE GAS BY 1' 5" TO
CLEAR CITIES PROPOSED 12" & 18"
STORM DRAINS. BOTTOM OF
LOWEST STORM DRAIN WILL BE
APPROXIMATELY 4' 2" FROM TOP OF
GRADE. TOP OF GAS WILL NEED TO
BE AT LEAST 5' 2" FROM TOP OF
GRADE TO PROVIDE SUFFICIENT
CLEARANCE.
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
PIPE 5/8" MPE BYPASS
PROPOSED 1-1/8" MPE SVC TIE-IN
600'N C/L
20'W C/L PROPOSED 1-1/8" MPE SVC TIE-IN
600'N C/L
20'W C/L
(_
_
_
_
'
)
30
'
p
r
o
p
o
s
e
d
(____')
10' proposedTOP OF PROPOSED 2" MPE
GAS TO BE BURIED AT 3' 6"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 6"
SEWER PIPE. TOP OF SEWER
PIPE WILL BE
APPROXIMATELY 4' 6" FROM
TOP OF GRADE.
TOP OF PROPOSED 2" MPE
GAS TO BE BURIED AT 3' 6"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 6"
SEWER PIPE. TOP OF SEWER
PIPE WILL BE
APPROXIMATELY 4' 6" FROM
TOP OF GRADE.
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 5' 4" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
10" FROM TOP OF GRADE.
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 5' 4" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
10" FROM TOP OF GRADE.
Scale: NTS
TIE IN DETAIL1
3
Scale: NTS
TIE IN DETAIL2
3
(_
_
_
_
'
)
20
'
p
r
o
p
o
s
e
d
12207 12215
12
2
1
0
12301 12307
12306
12204
30'
30'
60'
R/W
30'
30'
60'
R/W
25'25'
50'
R/W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'4 / 10
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN C
SCALE: 1" = 20'-0"
MA
T
C
H
L
I
N
E
B
-
B
SE
E
P
A
G
E
2
MATCHLINE C-C
SEE PAGE 5
1
4
MA
T
C
H
L
I
N
E
E
-
E
SE
E
P
A
G
E
6
IP GAS FLOW
IP
G
A
S
F
L
O
W
PROPOSED 1-1/8" MPE SVC TIE-IN
12'S C/L
111'E C/L
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 4' 11" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
5" FROM TOP OF GRADE.
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
AT C/L & 12'W C/L
____ C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
1'S C/L & 12'W C/L
____'S C/L & ____'W C/L
LOWER 2" MPE GAS BY 2' 2" TO CLEAR CITIES
PROPOSED 18" STORM DRAIN, 8" WATER MAIN,
& 12" STORM DRAIN. BOTTOM OF LOWEST
UTILITY WILL BE APPROXIMATELY 4' 10" FROM
TOP OF GRADE. TOP OF GAS WILL NEED TO BE
AT LEAST 5' 10" FROM TOP OF GRADE TO
PROVIDE SUFFICIENT CLEARANCE.
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
132A
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
52'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
53'N C/L & 12'W C/L
____'N C/L & ____'W C/L
LOWER 2" MPE GAS BY 2' 2" TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN, 8" WATER
MAIN, & 12" STORM DRAIN.
BOTTOM OF LOWEST UTILITY
WILL BE APPROXIMATELY 4'
10" FROM TOP OF GRADE. TOP
OF GAS WILL NEED TO BE AT
LEAST 5' 10" FROM TOP OF
GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
Scale: NTS
TIE IN DETAIL1
4
(_
_
_
_
'
)
54
'
p
r
o
p
o
s
e
d
17
0
4
5
17
0
4
0
17
0
3
9
17011
17017
1
7
0
4
6
17
0
3
4
17
0
1
8
17
0
1
2
1
7
0
2
6
17
0
3
3
25'25'
50'
R/W
25'25'
50'
R/W
17
0
0
3
16
8
6
4
17
0
0
4
16
8
6
3
25'25'
50'
R/W
25'25'
50'
R/W
16
8
6
3
IP
G
A
S
F
L
O
W
17
0
2
6
17
0
3
3
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'5 / 10
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN D
SCALE: 1" = 20'-0"
MATCHLINE C-C
SEE PAGE 4
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 2' 7'
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN. TOP OF
STORM DRAIN WILL BE
APPROXIMATELY 3' 3" FROM
TOP OF GRADE.
PROPOSED 1-1/8" MPE SVC TIE-IN
115'N C/L
12'W C/L
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
PROPOSED 1-1/8" MPE SVC TIE-IN
267'N C/L
12'W C/L
TOP OF PROPOSED 1-1/8" STUB TO BE
BURIED AT 2' 8" FROM TOP OF GRADE
TO CLEAR CITIES PROPOSED 18"
STORM DRAIN. TOP OF STORM DRAIN
WILL BE APPROXIMATELY 3' 6" FROM
TOP OF GRADE.
1
5
LOWER 2" MPE GAS BY 3' 1" TO
CLEAR CITIES PROPOSED 12" & 18"
STORM DRAINS. BOTTOM OF LOWEST
UTILITY WILL BE APPROXIMATELY 5'
FROM TOP OF GRADE. TOP OF GAS
WILL NEED TO BE AT LEAST 6' FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
PROPOSED 1-1/8" MPE SVC TIE-IN
319'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
420'N C/L
12'W C/L
TOP OF PROPOSED 1-1/8" STUB TO BE
BURIED AT LEAST 5' 2" FROM TOP OF
GRADE TO CLEAR CITIES PROPOSED
18" STORM DRAIN. BOTTOM OF STORM
DRAIN WILL BE APPROXIMATELY 4' 8"
FROM TOP OF GRADE.
TOP OF PROPOSED 1-1/8" STUB TO BE
BURIED AT LEAST 5' 1" FROM TOP OF
GRADE TO CLEAR CITIES PROPOSED
18" STORM DRAIN. BOTTOM OF STORM
DRAIN WILL BE APPROXIMATELY 4' 7"
FROM TOP OF GRADE.
MATCHLINE D-D
SEE THIS PAGE RIGHT
PLOT PLAN E
SCALE: 1" = 20'-0"
MATCHLINE D-D
SEE THIS PAGE LEFT
PROPOSED 1-1/8" MPE SVC TIE-IN
473'N C/L
12'W C/L
TOP OF PROPOSED 1-1/8" STUB
TO BE BURIED AT LEAST 4' 11"
FROM TOP OF GRADE TO CLEAR
CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 5"
FROM TOP OF GRADE.
PROPOSED 1-1/8" MPE SVC TIE-IN
552'N C/L
12'W C/L
IP
G
A
S
F
L
O
W
2
5
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
CUT & CAP
CAP 2" MPE
598'N C/L & 12'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
622'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
597'N C/L & 20'W C/L
____'N C/L & ____'W C/L ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
597'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
623'N C/L & 12'W C/L
____'N C/L & ____'W C/L
(_
_
_
_
'
)
26
'
p
r
o
p
o
s
e
d
CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
132A
CUT & CAP
CAP 2" MPE
315'N C/L & 12'W C/L
____'N C/L & ____'W C/L
PIPE 5/8" MPE BYPASS
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
PIPE 5/8" MPE BYPASS
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
313'N C/L & 10'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
331'N C/L & 10'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
331'N C/L & 12'W C/L
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
347'N C/L & 12'W C/L
____'N C/L & ____'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
318'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
331'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
335'N C/L
12'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
329'N C/L
10'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
335'N C/L
12'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
313'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
349'N C/L & 12'W C/L
____'N C/L & ____'W C/L
TOP OF PROPOSED 1-1/8" STUB TO BE
BURIED AT 5' 7" FROM TOP OF GRADE
TO CLEAR CITIES PROPOSED 18"
STORM DRAIN & 8" WATER PIPE.
BOTTOM OF LOWEST UTILITY WILL BE
APPROXIMATELY 5' 1" FROM TOP OF
GRADE.
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
(_
_
_
_
'
)
18' proposed
(____')
2' proposed
(____')
2' proposed
(_
_
_
_
'
)
19' proposed
TOP OF PROPOSED 1-1/8" STUB TO BE
BURIED AT 5' 7" FROM TOP OF GRADE
TO CLEAR CITIES PROPOSED 18"
STORM DRAIN & 8" WATER PIPE.
BOTTOM OF LOWEST UTILITY WILL BE
APPROXIMATELY 5' 1" FROM TOP OF
GRADE.
TEST AND
TIE INTO
NEW 2" MAIN
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
PIPE 5/8" MPE BYPASS
ELBOW 2"X90° MPE
623'N C/L & 20'W C/L
____'N C/L & ____'W C/L
TEST AND
TIE INTO
NEW 2" MAIN
(____')
8' proposed
(____')
8' proposed
Scale: NTS
TIE IN DETAIL2
5
Scale: NTS
TIE IN DETAIL1
5
LOWER 2" MPE GAS
BY 3' 1" TO CLEAR
CITIES PROPOSED 12"
& 18" STORM DRAINS.
BOTTOM OF LOWEST
UTILITY WILL BE
APPROXIMATELY 5'
FROM TOP OF GRADE.
TOP OF GAS WILL
NEED TO BE AT LEAST
6' FROM TOP OF
GRADE TO PROVIDE
SUFFICIENT
CLEARANCE.
12315 12323 12401
12
3
1
4
17
0
5
4
1
7
0
4
5
17
0
4
6
1
7
0
4
0
17
0
3
9
25'25'
50'
R/W
25'25'
50'
R/W
30'
30'
60'
R/W
30'
30'
60'
R/W
IP GAS FLOWIP GAS FLOW
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'6 / 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN F
SCALE: 1" = 20'-0"
MA
T
C
H
L
I
N
E
E
-
E
SE
E
P
A
G
E
4
MATCHLINE F-F
SEE PAGE 7
MA
T
C
H
L
I
N
E
G
-
G
SE
E
P
A
G
E
8
IP GAS FLOW
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
1
6
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
12'S C/L & 57'W C/L
____'S C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 58'W C/L
____'S C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
12'S C/L & 48'W C/L
____'S C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 47'W C/L
____'S C/L & ____'W C/L
LOWER 2" MPE IP GAS BY 1' 1" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 8" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 8" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
LOWER 2" MPE IP GAS BY 1' 1" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 8" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 8" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
KING 132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
Scale: NTS
TIE IN DETAIL1
6
(____')
11' proposed
17
0
3
4
170
2
5
17
0
3
3
17
0
2
6
17
0
1
7
17012
17
0
1
1
17
0
0
3
17
0
0
4
17
0
1
8
25'25'
50'
R/W
25'25'
50'
R/W
17
0
0
4
17
0
0
3
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'7 / 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN G
SCALE: 1" = 20'-0"
MATCHLINE F-F
SEE PAGE 6
3
7
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
323'N C/L & 12'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
331'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
322'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
332'N C/L & 12'W C/L
____'N C/L & ____'W C/L
IP
G
A
S
F
L
O
W
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
IP
G
A
S
F
L
O
W
2
7
1
7
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
LOWER 2" MPE GAS BY 1' 4" TO
CLEAR CITIES PROPOSED 12"
STORM DRAIN. BOTTOM OF
STORM DRAIN WILL BE
APPROXIMATELY 3' 10" FROM
TOP OF GRADE. TOP OF GAS
WILL NEED TO BE AT LEAST 4' 10"
FROM TOP OF GRADE TO
PROVIDE SUFFICIENT
CLEARANCE.
CUT & CAP
CAP 2" MPE
460'N C/L & 12'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
470'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
459'N C/L & 12'W C/L
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
471'N C/L & 12'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
587'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
622'N C/L & 19'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
621'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
586'N C/L & 19'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
586'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
622'N C/L & 12'W C/L
____'N C/L & ____'W C/L
LOWER 2" MPE GAS BY 3' 5" TO
CLEAR CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 7" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 5' 7" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
LOWER 2" MPE GAS BY 3' 5" TO
CLEAR CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 7" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 5' 7" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
LOWER 2" MPE GAS BY 1' 4" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 10"
FROM TOP OF GRADE. TOP OF GAS
WILL NEED TO BE AT LEAST 4' 10"
FROM TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
TEST AND
TIE INTO
NEW 2" MAIN
PROPOSED 1-1/8" MPE SVC TIE-IN
605'N C/L
19'W C/L
(_
_
_
_
'
)
17'
proposed
(____')
7' proposed
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 4' 10" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
4" FROM TOP OF GRADE.
KING 132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
PROPOSED 1-1/8" MPE SVC
619'N C/L
19'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
PROPOSED 1-1/8" MPE SVC
619'N C/L
19'W C/L
TEST AND
TIE INTO
NEW 2" MAIN
PROPOSED 1-1/8" MPE SVC TIE-IN
605'N C/L
19'W C/L TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT
LEAST 4' 10" FROM TOP OF
GRADE TO CLEAR CITIES
PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4'
4" FROM TOP OF GRADE.
(____')
7' proposed
Scale: NTS
TIE IN DETAIL1
7
PIPE 5/8" MPE BYPASS
Scale: NTS
TIE IN DETAIL2
7
(_
_
_
_
'
)
12
'
p
r
o
p
o
s
e
d
Scale: NTS
TIE IN DETAIL3
7
(_
_
_
_
'
)
10
'
p
r
o
p
o
s
e
d
(_
_
_
_
'
)
19'
proposed
ELBOW 2"X90° MPE
332'N C/L & 14'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
322'N C/L & 14'W C/L
____'N C/L & ____'W C/L
(____')
2'
p
r
o
p
o
s
e
d
(____')
2'
p
r
o
p
o
s
e
d
(____')
2'
p
r
o
p
o
s
e
d
(____')
2'
p
r
o
p
o
s
e
d
ELBOW 2"X90° MPE
459'N C/L & 14'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
471'N C/L & 14'W C/L
____'N C/L & ____'W C/L
12407
17
1
2
1
17
1
2
0
17
1
1
2
17
1
1
5
1
7
1
0
9
12415
30'
30'
60'
R/W
30'
30'
60'
R/W
30'30'
60'
R/W
30'30'
60'
R/W
IP GAS FLOWIP GAS FLOW
ROPE PROPOSED PIPE 2" MPE IP MAIN
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'8 / 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN H
SCALE: 1" = 20'-0"
MA
T
C
H
L
I
N
E
G
-
G
SE
E
P
A
G
E
6
MATCHLINE H-H
SEE PAGE 9
MA
T
C
H
L
I
N
E
I
-
I
SE
E
P
A
G
E
1
0
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP GAS FLOW
IP GAS FLOW
IP
G
A
S
F
L
O
W
1
8
PROPOSED 1-1/8" MPE SVC TIE-IN
12'S SE 172ND ST C/L
68'W 125TH AVE SE C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
LOWER 2" MPE IP GAS BY 1' 10" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 10"
FROM TOP OF GRADE. TOP OF GAS
WILL NEED TO BE AT LEAST 4' 10"
FROM TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
CUT & CAP
CAP 2" MPE
12'S C/L & 61'W C/L
____'S C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 62'W C/L
____'S C/L & ____'W C/L
KING 132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
LOWER 2" MPE IP GAS BY 1' 10" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 10"
FROM TOP OF GRADE. TOP OF GAS
WILL NEED TO BE AT LEAST 4' 10"
FROM TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
LOWER 2" MPE IP GAS BY 1' 3" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 4" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 4" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
Scale: NTS
TIE IN DETAIL1
8
(____')
42' proposed
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
12'S C/L & 21'W C/L
____'S C/L & ____'W C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 20'W C/L
____'S C/L & ____'W C/L
LOWER 2" MPE IP GAS BY 1' 3" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 4" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 4" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
TOP OF FUTURE SEWER WILL BE
APPROXIMATELY 8' 3" FROM TOP OF
GRADE CLOSE TO PROPOSED TIE IN
LOCATION. MAKE SURE SUFFICIENT
VERTICAL CLEARANCE EXISTS.
TOP OF FUTURE SEWER WILL BE
APPROXIMATELY 8' 3" FROM TOP OF
GRADE CLOSE TO PROPOSED TIE IN
LOCATION. MAKE SURE SUFFICIENT
VERTICAL CLEARANCE EXISTS.
17103
16
8
6
3
16
8
8
2
17
0
1
7
1
7
0
1
1
17
0
2
5
17
0
0
3
16
8
6
8
30'30'
60'
R/W
25'
25'
50'
R/W
IP GAS FLOWIP GAS FLOW
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
17
0
1
7
ROPE PROPOSED PIPE 2" MPE IP MAIN
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'9 / 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WAPLOT PLAN I
SCALE: 1" = 20'-0"
MATCHLINE H-H
SEE PAGE 8
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
16'N C/L & 21'W C/L
____'N C/L & ____'W C/L
PROPOSED PIPE 2" MPE IP MAIN
21'W C/L
__'W C/L
(____')
9' proposed
CUT & CAP
CAP 2" MPE
17'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
16'N C/L & 12'W C/L
____'N C/L & ____'W C/L
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
3
9
1
9
TEST AND
TIE INTO
NEW 2" MAIN
(_
_
_
_
'
)
PROPOSED 1-1/8" MPE SVC TIE-IN
126'N C/L
17'W C/L
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 3' 10"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN. TOP OF
STORM DRAIN WILL BE
APPROXIMATELY 4' 7" FROM
TOP OF GRADE.
INSTALL NEW 2" MPE IP GAS
MAIN AT LEAST 4' 2" FROM
TOP OF GRADE TO CLEAR
CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM
DRAIN WILL BE
APPROXIMATELY 3' 2" FROM
TOP OF GRADE.
INSTALL NEW 2" MPE IP GAS
MAIN AT LEAST 5' 5" FROM
TOP OF GRADE TO CLEAR
PROPOSED 6" SEWER
SERVICE. BOTTOM OF SEWER
SERVICE WILL BE
APPROXIMATELY 4' 5" FROM
TOP OF GRADE.
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
IP
G
A
S
F
L
O
W
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
317'N C/L & 27'W C/L
____'N C/L & ____'W C/L
PROPOSED PIPE 2" MPE IP MAIN
4'W C/L
__'W C/L
(____')
15' proposed
CUT & CAP
CAP 2" MPE
316'N C/L & 12'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
317'N C/L & 12'W C/L
____'N C/L & ____'W C/L
(_
_
_
_
'
)
23
'
p
r
o
p
o
s
e
d
4
9
TEE TAP 1-1/4"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 1-1/4"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
CUT & CAP
CAP 1-1/4" PEI-A
18'S C/L & 19'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 1-1/4" PIE-A
18'S C/L & 10'E C/L
____'S C/L & ____'E C/L
2x ELBOW 1-1/4"X90° MPE
(SQUEEZE & FUSE TIE IN)
18'S C/L & 20'E C/L
____'S C/L & ____'E C/L
2x ELBOW 1-1/4"X90° MPE
(SQUEEZE & FUSE TIE IN)
18'S C/L & 9'E C/L
____'S C/L & ____'E C/L
LOWER 1-1/4" PEI-A IP GAS BY 1' TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 3" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 3" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
IP GAS FLOW
KING 132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
TEST AND
TIE INTO
NEW 2" MAIN
TEST AND
TIE INTO
NEW 2" MAIN
TEST AND
TIE INTO
NEW 2" MAIN
PROPOSED 1-1/8" MPE SVC TIE-IN
260'N C/L
17'W C/L
PROPOSED 1-1/8" MPE SVC TIE-IN
270'N C/L
17'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
PIPE 5/8" MPE BYPASS
(_
_
_
_
'
)
28
9
'
p
r
o
p
o
s
e
d
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
2x ELBOW 2"X90° MPE
305'N C/L & 27'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
305'N C/L & 17'W C/L
____'N C/L & ____'W C/L
(____')
10' proposed
PIPE 5/8" MPE BYPASS
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 3' 10"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 12"
STORM DRAIN. BOTTOM OF
STORM DRAIN WILL BE
APPROXIMATELY 3' 4" FROM
TOP OF GRADE.
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 4' 6"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN. BOTTOM OF
STORM DRAIN WILL BE
APPROXIMATELY 3' 11" FROM
TOP OF GRADE.
TOP OF PROPOSED 1-1/8"
STUB TO BE BURIED AT 4' 6"
FROM TOP OF GRADE TO
CLEAR CITIES PROPOSED 18"
STORM DRAIN. BOTTOM OF
STORM DRAIN WILL BE
APPROXIMATELY 3' 11" FROM
TOP OF GRADE.
INSTALL NEW 2" MPE IP GAS
MAIN AT LEAST 4' 2" FROM
TOP OF GRADE TO CLEAR
CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM
DRAIN WILL BE
APPROXIMATELY 3' 2" FROM
TOP OF GRADE.
LOWER 1-1/4" PEI-A IP GAS BY 1' TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 3" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 3" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
Scale: NTS
TIE IN DETAIL4
9
(____')
11' proposed
(_
_
_
_
'
)
12
'
p
r
o
p
o
s
e
d
Scale: NTS
TIE IN DETAIL3
9
Scale: NTS
TIE IN DETAIL1
9
(_
_
_
_
'
)
2
9
Scale: NTS
TIE IN DETAIL2
9
(____')
4' proposed
ELBOW 2"X90° MPE
146'N C/L & 21'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
146'N C/L & 17'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
167'N C/L & 17'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
167'N C/L & 21'W C/L
____'N C/L & ____'W C/L
(____')
4' proposed
(_
_
_
_
'
)
21
'
p
r
o
p
o
s
e
d
ELBOW 2"X90° MPE
39'N C/L & 21'W C/L
____'N C/L & ____'W C/L
(____')
24' prop.
ELBOW 2"X90° MPE
39'N C/L & 17'W C/L
____'N C/L & ____'W C/L
12505 12513
12514
12521
12527
12520
12541
12535
30'
30'
60'
R/W
30'
30'
60'
R/W
25'25'
50'
R/W
IP GAS FLOW
IP GAS FLOW
IP
G
A
S
F
L
O
W
IP GAS FLOW
ROPE PROPOSED PIPE 2" MPE IP MAIN
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206-379-4347
DUSTIN.WELLER@PSE.COM
DUSTIN WELLER
N/A
109141781
N/A
1"=20'10 / 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
PUBLIC IMPROVEMENT
SE 172ND ST STORMWATER IMPR. PROJECT
SE 172ND ST & 125TH PL SE, RENTON, WA
PLOT PLAN J
SCALE: 1" = 20'-0"
MA
T
C
H
L
I
N
E
I
-
I
SE
E
P
A
G
E
7
D.SANTIAGO 425.738.8705
206.379.4347D.WELLER
D.SANTIAGO 425.738.8705
2/28/25
2/28/25
2/28/25
10
9
1
4
1
7
8
1
IP
G
A
S
F
L
O
W
IP GAS FLOW
IP GAS FLOW
IP GAS FLOW
CUT & CAP
CAP 2" MPE
12'S C/L & 211'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
7'S C/L & 197'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
7'S C/L & 217'E C/L
____'S C/L & ____'E C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 197'E C/L
____'S C/L & ____'E C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 217'E C/L
____'S C/L & ____'E C/L
LOWER 2" MPE GAS BY 1' 5" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 5" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 5" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
1
10
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
12'S C/L & 198'E C/L
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
LOWER 2" MPE GAS BY 1' 5" TO
CLEAR CITIES PROPOSED 12" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 3' 5" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 4' 5" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
2
10
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
12'S C/L & 334'E C/L
____'S C/L & ____'E C/L CUT & CAP
CAP 2" MPE
11'S C/L & 391'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
7'S C/L & 333'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
7'S C/L & 392'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
8'S C/L & 358'E C/L
____'S C/L & ____'E C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
12'S C/L & 333'E C/L
____'S C/L & ____'E C/L
2x ELBOW 2"X90° MPE
(SQUEEZE & FUSE TIE IN)
11'S C/L & 392'E C/L
____'S C/L & ____'E C/L
TEE 2"X2" INLINE TEE
(SQUEEZE & FUSE TIE IN)
7'S C/L & 358'E C/L
____'S C/L & ____'E C/L
(_
_
_
_
'
)
5'
p
r
o
p
o
s
e
d
(_
_
_
_
'
)
4'
p
r
o
p
o
s
e
d
34
'
p
r
o
p
.
(____')
LOWER 2" MPE GAS BY 2' 2" TO CLEAR
CITIES PROPOSED 18" STORM DRAIN.
BOTTOM OF STORM DRAIN WILL BE
APPROXIMATELY 4' 2" FROM TOP OF
GRADE. TOP OF GAS WILL NEED TO BE
AT LEAST 5' 2" FROM TOP OF GRADE TO
PROVIDE SUFFICIENT CLEARANCE.
LOWER 2" MPE GAS BY 2' 2" TO
CLEAR CITIES PROPOSED 18" STORM
DRAIN. BOTTOM OF STORM DRAIN
WILL BE APPROXIMATELY 4' 2" FROM
TOP OF GRADE. TOP OF GAS WILL
NEED TO BE AT LEAST 5' 2" FROM
TOP OF GRADE TO PROVIDE
SUFFICIENT CLEARANCE.
KING 132A CSPSKGPI
SW-28-23-5 / SE-28-23-5 212.080 213.084 / 213.085
(_
_
_
_
'
)
5'
p
r
o
p
o
s
e
d
(_
_
_
_
'
)
5'
p
r
o
p
o
s
e
d
PIPE 5/8" MPE BYPASS
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'E C/L
PIPE 5/8" MPE BYPASS
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(BYPASS TEE)
____'N C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'E C/L
Scale: NTS
TIE IN DETAIL2
10
(____')
25' proposed
Scale: NTS
TIE IN DETAIL1
10
(____')
20' proposed
