HomeMy WebLinkAboutP_Design_107055282_V1_171227LOT 4(6,954 SQ. FT)LOT 3(7,252 SQ. FT)LOT 2(7,252 SQ. FT)LOT 1(8,265 SQ. FT)SSSSSSWWW20' BSBL20' BSBL5' BSBL5' BSBL20' BSBL20' BSBL5' BSBL5' BSBL15' BSBL15' BSBL5' BSBL5' BSBL5' BSBL20' BSBL20' BSBL15' BSBL8324332" PE-A IP 14'W 70E158
2" STW IP 14'S
9121462" PE IP 14'W 9020122" PE IP 14'W 19935/8" MPE 294'E 14'W TAPPING TEE 2" UNKNOWN
15'W TAPPING TEE 2" UNKNOWN
13'S TRANSITION 2" UNKNOWN
18'W CAP 2" MPE
249'S SADDLE 2" PE
15'S TRANSITION 2" UNKNOWN 15'S
13'S
14'W15'W16044
201'S
306'SIP GAS FLOWIP GAS FLOWIP GAS FLOW
IP GAS FLOW
114TH AVE SESE 162ND ST
N
Vicinity Map
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Owner / Developer Contact Info
officeATTN:
206.484.4321
16834 SE 43RD ST
BELLEVUE, WA 98006
N/A TRAVIS KASSEBAUM
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)
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
505052285 107055282
N/A 106332357
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GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
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.
45
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
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)
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
PLOT PLAN
SCALE: 1" = 50'-0" 107055282DESIGNED BY
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
PC APPROVAL
C. FUNG 425.625.6055
M. HAACK 206.795.5834
K. HAIBECK 206.604.5448
K. HAIBECK 206.604.5448
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206.604.5448
kevin.haibeck@pse.com
KEVIN HAIBECK
REQUIRED RENTON
SAPPHIRE HOMES INC
2" MPE IP MAIN EXTENSION (4 STUBS)
11427 SE 162ND ST, RENTON 98055
107055282
N/A
1" = 50'1/1
KING 32 CSPSKGPM
NE 29-23-05 212.080 212.083
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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 03/10
TEST RESULTS
/ /
/ /
/ /
SCAT 2"MPE-7 16'
PLAT 2"MPE-7 239'
60 IP 058-45
TRANSITION FITTING 2" MPE
15'S C/L & 315'E C/L
____'S C/L & ____'E C/L
CP WIRE #10 TEST LEAD &
CP TEST LEAD BOX COMPLETE
___'S C/L & ___'E C/L
END OF MAIN
CAP 2" MPE
269'S C/L & 315'E C/L
____'S C/L & ____'E C/L
CP TEST LEAD BOX COMPLETE
(BRING WIRE UP IN BOX)
____'S C/L & ____'E C/L
PROPOSED PIPE 2" MPE IP MAIN
(in CUSTOMER PROVIDED CONDUIT)
315'E C/L, ____'E C/L
PROPOSED EASEMENT(____')(____')PROPOSED SERVICE 1-1/8" MPE STUB
STUB LENGTH ____'
____'S C/L & ____'E C/L
PROPOSED SERVICE 1-1/8" MPE STUB
STUB LENGTH ____'
____'S C/L & ____'E C/L
PROPOSED SERVICE 1-1/8" MPE STUB
STUB LENGTH ____'
____'S C/L & ____'E C/L
PROPOSED SERVICE 1-1/8" MPE STUB
STUB LENGTH ____'
____'S C/L & ____'E C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
14'S C/L & 315'E C/L
____'S C/L & ____'E C/L
TYPICAL GAS MAIN LINE TRENCH DETAIL
RESIDENTIAL
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
24"
Min
Cover
Gas Main Line
SIDE
ACCESS
VEHICLE
Final Grade
4" Sand Bedding
12" Min. of
Acceptable Backfill
(See Definition Above)
6" Sand Shading
12"-18"
Min
Backfill for Direct Bury - The final backfill may be soil-based select material or native soil, but
free of construction debris and shall not contain rocks larger than 10"-in. diameter to prevent
impedence of gas system maintenance.
Not to scale
CP APPROVAL
Only need T/L wires on main with box.
This is on IC-015040
-B. JOHNSON
12/20/2017
BILL JOHNSON 206.571.8519
B. JOHNSON 206.571.8519
WORK AREA