HomeMy WebLinkAbout109167315_preliminary work sketch_updatedWAL-MART STREET LIGHT TAKEOVER
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STATE ROUTE 507 SE
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Owner / Developer Contact Info
officeATTN:
WSDOT - OLYMPIC REGION
N/A
N/A
DEVIN MAHER (360) 570-6743
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
12504239 109167315
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A 108662305
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
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
CP APPROVAL
02 / 26 / 2026
PLAN VIEW
SCALE: NONE
10
9
1
6
7
3
1
5
Cell Phone:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:
Project Manager Contact Information:
TONY FAY
(253) 213-2514
tony.fay@pse.com
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'SDATENAME
SCAT 6"PE- 561'
RETIRE 2"STW 525'
RETIRE 6"PE- 400'
SCAT 4"PE- 10'
60 60
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
STANDARD GAS CONSTRUCTION NOTES:
1.FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
2.NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).
3.ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
4.EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
5.NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER
FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT 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.
6.ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE
APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
7.COMPLETE “EXPOSED PIPE CONDITION REPORT” ON ALL METALLIC PSE FACILITIES.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9.INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY
ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
10.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.
11.SYSTEM MAOP DENOTED BY: SYSTEM MAOP = 60 PSIG
12.GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.
13.RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
14.PURGE POINTS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400.
15.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
16.IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
_________SCOTT SALAZAR__________________, PHONE_____360-239-8146_________.
17.NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES 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)
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
1.NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED
OUTAGE.
2.INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS
OPERATING STANDARD 2525.2300.
3.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.
4.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.
5.INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PER
PSE GAS OPERATING STANDARD 2550.1600.
6.REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
7.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400
AND PSE GAS FIELD PROCEDURE 4700.1500.
8.PROJECT MANAGER TO MAKE AN ACTIVE SERVICE RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
9.INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARD 2525.2100.
10.PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING
STANDARDS 2525.2100 AND 2525.3600.
11.REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
12.INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
13.REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
14.REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:
16.MAINS AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2525.1200.
17. PIPE SQUEEZING SHALL BE DONE IN ACCORDANCE WITH GOS 2525.1200 AND GAS FIELD PROCEDURES 4700.1300 AND
4700.1310.
18.WHEN INSTALLING, DEACTIVATING, REPAIRING, OR OTHERWISE MODIFYING A PIPELINE THAT IS LOCATED WITHIN 200
FEET OF ANY ACTIVE REGULATING STATION, PRESSURE RELIEF AND LIMITING DEVICE, OR SINGLE SERVICE FARM TAP
WHERE GAS SYSTEM ENGINEERING REVIEW AND APPROVAL IS REQUIRED PER GAS OPERATING STANDARDS. SEE
REVIEW DOCUMENTS, PROVIDED BY ENGINEERING.
19.FIELD TO VERIFY THAT ALL PROPER SERVICE ACTIONS (FOLLOWING THE KEY TO SERVICE ACTION LEGEND) HAVE BEEN
ACCOUNTED FOR PER THE "SERVICE CHECKLIST". IF A RISER IS FOUND IN THE FIELD AND WASN'T ACCOUNTED FOR,
FIELD PERSONNEL SHALL CONFIRM WHETHER THE RISER IS AN ABANDONED OR IDLE RISER:
19.1 IF IT IS AN ABANDONED RISER, CONTACT THE POINT DESK TO REQUEST GFR TO REMOVE IT.
19.2 IF IT IS AN IDLE RISER, REPORT THE RISER TO THE PROJECT MANAGER SO THAT THE PROJECT MANAGER MAY
CONFIRM WITH THE CUSTOMER WHETHER THEY WOULD LIKE TO KEEP THE SERVICE AND RISER. THE PROJECT
MANAGER MAY INSTRUCT TO TEST AND TIE THE SERVICE IF THE CUSTOMER WANTS GAS OR DOESN'T PROVIDE
PSE A RESPONSE IN A TIMELY MANNER.
###
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
36"
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.
TYPICAL GAS MAINLINE TRENCH DETAIL
Not to scale
CP NOTES:
NOTIFY: SCOTT SALAZAR
CORRISION TECH. @ 360-239-8146
AS NOTED 1 / 3
LEGEND
EXISTING IP GAS MAIN
PROPOSED IP GAS MAIN
EXISTING GAS SERVICE
//////////////DEACTIVATED IP GAS MAIN
//////////////DEACTIVATED GAS SERVICE
DESIGNED 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
CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
T.FAY 253-213-2514 1/27/26
N/A N/A N/A
E.WALKER-PAUL 253-625-0964 1/27/25
T.FAY 253-213-2514
S.SALAZAR 360-239-8146 2/26/26
N/A N/A N/A
N/A YELM
YELM LOOP PH 2 - SR 507 & 170TH ST SE
PUBLIC IMPROVEMENT
6" PE IP MAIN REL. & 2" STW IP MAIN RET.
SR 507 & 170TH ST SE, YELM, WA 98597PSE
109167315
N/A
THURSTON 344 CSPPGPM
S29-17-02E 284.044 284.046
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2
1
REV#
3
DATE DESCRIPTIONBY
02/26/2026
Reviewed the print dated Feb 06,
2026 - 1:26pm, no changes to
the current design.
Contact scott salazar at the
job completion with the retired
STW Footage so that System
GA-039421 can be updated.
ssalaz
WORK AREA
170TH ST SE
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740'E
19
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47
'
N
IP GAS FLOW
IP
G
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IP
G
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F
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//////
/
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//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
6" MPE IP 736'E (*40'E)
107026100 2006
6" MPE IP 736'E (*40'E)
107026100 2006
IP GAS FLOW
CONSTRU
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EXISTING CL
CONSTRU
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2"
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64
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9
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PP
P
P
AS NOTED 2 / 3
Owner / Developer Contact Info
officeATTN:
WSDOT - OLYMPIC REGION
N/A
N/A
DEVIN MAHER (360) 570-6743
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
PLOT PLAN
SCALE: 1" = 20'-0"
DESIGNED 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
CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
T.FAY 253-213-2514 1/27/26
N/A N/A N/A
E.WALKER-PAUL 253-625-0964 1/27/25
T.FAY 253-213-2514
S.SALAZAR 360-239-8146 2/26/26
N/A N/A N/A
N/A YELM
YELM LOOP PH 2 - SR 507 & 170TH ST SE
PUBLIC IMPROVEMENT
6" PE IP MAIN REL. & 2" STW IP MAIN RET.
SR 507 & 170TH ST SE, YELM, WA 98597PSE
109167315
N/A
THURSTON 344 CSPPGPM
S29-17-02E 284.044 284.046
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2
1
REV#
3
DATE DESCRIPTIONBY
(____')
CONSTRUCTION NOTE:
ALL NEW PIPE TO BE INSTALLED @ 60" BELOW
EXISTING GRADE DUE TO GRADE CUTS
G
PROP. 6" MPE IP - 12'ECL / EXIST. 6" MPE (*40'ECL)
E
5.5'27'
CL
22.5'
W
ASPHALT S/W
CONC.SHOULDER
ASPHALT
CROSS SECTION - 170TH ST E
SCALE: NONE
G
PL
A
N
T
E
R
7'
ASPHALT
(____')(____')
(__
_
_
'
)
(_
_
_
_
'
)
STATE ROUTE 507 SE
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////
@PL
40'N
" Polyethylene IP @PL
1985
91
8
'
E
2" STW IP 19'S
69S257 1969
2" STW IP 19'S
64-350 1964
IP GAS FLOW
IP GAS FLOW
EXISTING CL
CONSTRUCTION CL
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P
///////////////////////////////
PP
AS NOTED 3 / 3
Owner / Developer Contact Info
officeATTN:
WSDOT - OLYMPIC REGION
N/A
N/A
DEVIN MAHER (360) 570-6743
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
PLOT PLAN
SCALE: 1" = 20'-0"
DESIGNED 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
CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
T.FAY 253-213-2514 1/27/26
N/A N/A N/A
E.WALKER-PAUL 253-625-0964 1/27/25
T.FAY 253-213-2514
S.SALAZAR 360-239-8146 2/26/26
N/A N/A N/A
N/A YELM
YELM LOOP PH 2 - SR 507 & 170TH ST SE
PUBLIC IMPROVEMENT
6" PE IP MAIN REL. & 2" STW IP MAIN RET.
SR 507 & 170TH ST SE, YELM, WA 98597PSE
109167315
N/A
THURSTON 344 CSPPGPM
S29-17-02E 284.044 284.046
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2
1
REV#
3
DATE DESCRIPTIONBY
Scale: None
DETAIL1
2
6" MPE IP 736'E (*40'E)
107026100
(_
_
_
_
'
)
2"
S
T
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P
1
9
'
S
64
-
3
5
0
1
9
6
4
(___')
Scale: None
DETAIL2
2
IP
G
A
S
F
L
O
W
IP GAS FLOW
(_
_
_
_
'
)
(___')