PSE FINAL 107063209 TAHOMA TERRA 7&8 PH 3509
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'C' ROAD
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TRACT U
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66'S
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SEE DETAIL
(PAGE 2)
SEE DETAIL
(PAGE 2)
'A'
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JENSEN DRIVE SE
4" MPE-9 IP 29'S
107059777 - 2021 JT
28'S
99
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152'N, 37'W
EOC 150'N, 37'W
24'S,70'W
30'N
71
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W
56
'
SITE
Owner / Developer Contact Info
officeATTN:
TAHOMA TERRA HOLDINGS, LLC.
P.O. BOX 73790
PUYALLUP, WA 98373
EVAN MANN 253.820.7835
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
GENERAL NOTES - GAS (JOINT TRENCH):
1" = 50'
10
5
1
0
4
5
6
0
10
7
0
6
3
2
0
9
Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two
working days prior to construction. 1-800-424-5555
Notify appropriate permitting agency prior to job start (see permit requirements).
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.
Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the
appropriate Engineer/Project Manager.
Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.
Check box on report for wire box (Test Lead) installation.
Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating
Standard 2525.2500.
To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on
this design, unless approved by the appropriate Engineer/Project Manager.
System MAOP denoted by System MAOP = 60 PSIG
Install Main Valves out of traffic where possible.
Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.
Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas
Operating Standards 2525.1200 and 2525.2300.
If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ .
Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas
Field Procedures Manual 0812 and 0813.
Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.
Unless otherwise noted:
All pipes installed in plat to be 2" MPE-___.
All crossings to be Yellow 4" PVC.
All Services to be 1-1/8" PE.
/ denotes service stub location.
(________') denotes footage between fittings.
Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas
Operating Standards 2525.1500, 2525.1600 and 2525.1700.
Note all recordable footages, locations and material changes on the as-built in red.
Upon completion of the project send the print copy, along with the completed work order, listing crew & actual
materials used to the appropriate design group.
On site pre-con required before start of job.
At symbol: install natural gas main piping and fixtures. Size as indicated on tables and
work sketch (gas main is to parallel power system unless otherwise shown on work sketch).
Inclement weather conditions may cause delays in construction times and dates.
19.
20.
18.
16.
17.
15.
14.
13.
6.
9.
11.
12.
10.
8.
7.
3.
5.
4.
2.
1.
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
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
ELEC Order Number
SAP Sup Order Nbr
PC APPROVAL
L. BROWN 425.417.8620 .
A. DUNN .06.05.24
D. WALKER .05.30.24
REDT # ( RW-134833 )YELM
TAHOMA TERRA 7&8 PH 3
2" MPE-___ GAS MAIN EXTENSION - 75 S/F LOTS
P#78640000018, TAHOMA BLVD SE, YELM, WA 98597
PUGET SOUND ENERGY
107063209
105104560
1" = 50'1 OF 3
THURSTON 344 CIONC
23SE-T17N-R01E 280.038 283.041
COMCAST
TED AXTELL
253.878.2794
LUMEN
DEWAYNE RICHERT
253.221.0133
RIGHT OF WAY
LINDA OLSON
425.462.3787
.
.
.
N/A N/A N/A
...
21.
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)
514593101 107063209
N/A 106395927
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
GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Service Stubs
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
4680 06/11
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
JOINT 8"MPE-___353 FT
JOINT 6"MPE-___3 FT
JOINT 4"MPE-___582 FT
JOINT 2"MPE-___1,996 FT
....
....
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:LEE BROWN
425.417.8620
Lee.Brown@pse.com
60 IP 344-60
N/A N/A
SITE PLAN
xx
JOINT 8" = 353 FT
JOINT 6" = 3 FT
...
...
...
EVAN@SOUNDBUILTHOMES.COM
IP 344-60
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 03/10
TEST RESULTS
/ /
/ /
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
CFH / HOME = 90
MATCHLINE A-A (SEE BELOW LEFT)
MATCHLINE A-A (SEE ABOVE RIGHT)
JOINT 8" MPE-___
105' @ 30'E C/L
(______)' @ _____'E C/L
8" CAP EOM/WIREBOX
30'N C/L & 118'E C/L
______'N C/L & _____'E C/L
JOINT 8" MPE-___
88' @ 30'N C/L
(______)' @ _____'N C/L
JOINT 4" MPE-___
247' @ 30'E C/L
(______)' @ _____'E C/L
JOINT 4" MPE-___
209' @ 30'E C/L
(______)' @ _____'E C/L
4" INLINE TEE
30'S C/L & 30'E C/L
______'S C/L & _____'E C/L
JOINT 4" MPE-___
1' @ 30'S C/L
(______)' @ _____'S C/L
4" x 2" REDUCER
30'S C/L & 29'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
422' @ 30'S C/L
(______)' @ _____'S C/L
2" INLINE TEE
30'S C/L & 30'W C/L
______'S C/L & _____'W C/L
JOINT 2" MPE-___
761' @ 30'N C/L TO
59'R TO 30'W C/L
(______)' @ _____'W C/L TO
_____'R TO _____'W C/L
JOINT 2" MPE-___
312' @ 30'W C/L
(______)' @ _____'W C/L
2" CAP EOM/WIREBOX
342'S C/L & 30'W C/L
______'S C/L & _____'W C/L
2" CAP EOM/WIREBOX
30'S C/L & 430'W C/L
______'S C/L & _____'W C/L
JOINT 4" MPE-___
1' @ 30'S C/L
(______)' @ _____'S C/L
4" x 2" REDUCER
30'S C/L & 29'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
460' @ 30'S C/L
(______)' @ _____'S C/L
JOINT 4" MPE-___
120' @ 30'S C/L
(______)' @ _____'S C/L
4" CAP EOM/WIREBOX
30'S C/L & 150'E C/L
______'S C/L & _____'E C/L
4" INLINE TEE
30'S C/L & 30'E C/L
______'S C/L & _____'E C/L
JOINT 4" = 582 FT
JOINT 2" = 1,996 FT
N
Vicinity Map
46.9407, -122.6361
2" POLYVALVE/OPEN
W/ BOX & SUPPORT
30'S C/L & 27'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
10' @ 30'S C/L
______'S C/L
JOINT 2" MPE-___
1' @ 30'S C/L
(______)' @ ______'S C/L
2" POLYVALVE/OPEN
W/ BOX & SUPPORT
30'S C/L & 27'E C/L
______'S C/L & _____'E C/L
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 LOT 596 LOT 595 10 40 1 S 4 DB120 2 85 ( )' SCL GAS MAIN, PRIMARY
X02 LOT 596 LOT 595 6 40 1 S 2 DB120 1 100 ( )' NCL GAS MAIN, PRIMARY
X03 LOT 596 LOT 598
6 40 1 W 4 DB120 1 85 ( )' ECL GAS MAIN, PRIMARY
----2 DB120 1 85 ( )' ECL PRIMARY
----3 DB120 1 85 ( )' ECL SECONDARY
X04 LOT 594 LOT 631
2 40 1 E 3 DB120 2 65 ( )' WCL GAS SVC, SECONDARY
----2 DB120 1 65 ( )' WCL ST. LIGHT
X05 LOT 592 LOT 629 2 40 1 E 3 DB120 2 65 ( )' WCL GAS SVC, SECONDARY
X06 LOT 590 LOT 628 2 40 1 W 3 DB120 2 65 ( )' ECL GAS SVC, SECONDARY
X07 LOT 589 LOT 626
2 40 1 W 3 DB120 1 65 ( )' ECL GAS SVC, SECONDARY
----2 DB120 1 65 ( )' ECL ST. LIGHT
X08 LOT 604 LOT 619
4 40 1 N 2 DB120 1 75 ( )' SCL GAS MAIN, PRIMARY
----3 DB120 1 75 ( )' SCL SECONDARY
X09 LOT 618 LOT 621 2 40 1 E 3 DB120 2 65 ( )' WCL GAS SVC, SECONDARY
X10 LOT 617 LOT 622 2 40 1 W 3 DB120 2 65 ( )' WCL GAS SVC, SECONDARY
X11 LOT 615 LOT 624 2 40 1 W 3 DB120 2 65 ( )' ECL GAS SVC, SECONDARY
X12 LOT 614 LOT 577 4 40 1 N GAS ONLY 75 ( )' SCL GAS MAIN
X13 LOT 574 LOT 613 2 40 1 S 3 DB120 2 65 ( )' NCL GAS SVC, SECONDARY
X14 LOT 572 LOT 611 2 40 1 S 3 DB120 2 65 ( )' NCL GAS SVC, SECONDARY
X15 'A'LOT 560 6 40 1 W 4 DB120 1 75 ( )' ECL GAS MAIN, PRIMARY
X16 LOT 561 LOT 607 2 40 1 E 3 DB120 1 65 ( )' WCL GAS SVC, SECONDARY
X17 LOT 563 LOT 608 2 40 1 E 3 DB120 1 65 ( )' WCL GAS SVC, SECONDARY
X18 LOT 564 LOT 608 2 40 1 W 3 DB120 1 65 ( )' WCL GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 24 2" YELLOW SCH 40 PVC = 780 FT 2" DB120 GREY PVC = 390 FT 2" PVC PLUG /CAPS = 10
4" PVC PLUG /CAPS = 4 4" YELLOW SCH 40 PVC = 150 FT 3" DB120 GREY PVC = 1460 FT 3" PVC PLUG /CAPS = 44
6" PVC PLUG /CAPS = 6 6" YELLOW SCH 40 PVC = 260 FT 4" DB120 GREY PVC = 330 FT 4" PVC PLUG /CAPS = 8
10" PVC PLUG /CAPS = 2 10" YELLOW SCH 40 PVC = 85 FT
JOINT 8" MPE-___
58' @ 91'S C/L
(______)' @ _____'S C/L
8" ELBOW
30'E C/L & 91'S C/L
______'E C/L & _____'S C/L
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
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
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
ELEC Order Number
SAP Sup Order Nbr
PC APPROVAL
L. BROWN 425.417.8620 .
A. DUNN .06.05.24
D. WALKER .05.30.24
REDT # ( RW-134833 )YELM
TAHOMA TERRA 7&8 PH 3
2" MPE-___ GAS MAIN EXTENSION - 75 S/F LOTS
P#78640000018, TAHOMA BLVD SE, YELM, WA 98597
PUGET SOUND ENERGY
107063209
105104560
N/A 2 OF 3
THURSTON 344 CIONC
23SE-T17N-R01E 280.038 283.041
COMCAST
TED AXTELL
253.878.2794
LUMEN
DEWAYNE RICHERT
253.221.0133
RIGHT OF WAY
LINDA OLSON
425.462.3787
.
.
.
N/A N/A N/A
...
...
...
...
GAS SERVICE PIPE TABLE
DESCRIPTION
OF
ACTIVITIES
LOCATION PIPE DESIGN AS-BUILT
FROM TO LOT
SIZE
(IN)TYPE
LENGTH
(FT)LOCATION
LENGTH
(FT)
EFV
SIZE LOCATION REMARKS
SS SINGLE 4" MAIN 558 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 4" MAIN 559 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 4" MAIN 560 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 561 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 562 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 563 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 564 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 565 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 566 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 567 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 568 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 569 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 570 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 571 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 572 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 573 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 574 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 575 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 576 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 577 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 578 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 579 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 580 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 581 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 2" MAIN 582 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 583 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 584 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 585 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 586 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 587 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 588 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 589 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 590 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 591 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 592 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 593 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 594 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 595 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 8" MAIN 596 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 8" MAIN 597 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 4" MAIN 598 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 599 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 600 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 601 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 4" MAIN 602 1 1/8 MPE-___10 ( )' NCL 2,600
SS SINGLE 4" MAIN 603 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 604 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 605 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 4" MAIN 606 1 1/8 MPE-___10 ( )' SCL 2,600
LS SINGLE 2" MAIN 607 1 1/8 MPE-___65 ( )' WCL 2,600
LS SINGLE 2" MAIN 608 1 1/8 MPE-___65 ( )' WCL 2,600
LS SINGLE 2" MAIN 609 1 1/8 MPE-___65 ( )' ECL 2,600
LS TWIN 2" MAIN 610 & 611 1 1/8 MPE-___65 ( )' NCL 2,600
LS TWIN 2" MAIN 612 & 613 1 1/8 MPE-___65 ( )' SCL 2,600
SS SINGLE 2" MAIN 614 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 615 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 616 1 1/8 MPE-___10 ( )' ECL 2,600
SS SINGLE 2" MAIN 617 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 618 1 1/8 MPE-___10 ( )' WCL 2,600
SS SINGLE 2" MAIN 619 1 1/8 MPE-___10 ( )' WCL 2,600
LS TWIN 2" MAIN 620 & 621 1 1/8 MPE-___65 ( )' WCL 2,600
LS TWIN 2" MAIN 622 & 623 1 1/8 MPE-___65 ( )' WCL 2,600
LS TWIN 2" MAIN 624 & 625 1 1/8 MPE-___65 ( )' ECL 2,600
LS SINGLE 2" MAIN 626 1 1/8 MPE-___65 ( )' ECL 2,600
LS TWIN 2" MAIN 627 & 628 1 1/8 MPE-___65 ( )' ECL 2,600
LS TWIN 2" MAIN 629 & 630 1 1/8 MPE-___65 ( )' WCL 2,600
LS TWIN 2" MAIN 631 & 632 1 1/8 MPE-___65 ( )' WCL 2,600
SS SINGLES =55 1330 FT 1 1/8" PE PIPE
LS SINGLES =4
LS TWIN =8
T01
CONSTRUCTION DETAIL
N.T.S.
T02
CONSTRUCTION DETAIL
N.T.S.
4" FUSED TIE-IN
67'S C/L & 28'W C/L
______'S C/L & _____'W C/L
PROP. 8"
EX. 4"
JOINT 4" MPE-___
1' @ 28'W C/L
(______)' @ _____'W C/L
PROP. 8"PROP. 2"
PROP. 8"
PROP. 4"
6" x 4" REDUCER
68'S C/L & 28'W C/L
______'S C/L & _____'W C/L
JOINT 6" MPE-___
1' @ 28'W C/L
(______)' @ _____'W C/L
8" x 6" REDUCER
69'S C/L & 28'W C/L
______'S C/L & _____'W C/L
JOINT 8" MPE-___
21' @ 28'W C/L
(______)' @ _____'W C/L
8" POLYVALVE/OPEN
W/ BOX & SUPPORT
70'S C/L & 28'W C/L
______'S C/L & _____'W C/L
JOINT 8" MPE-___
1' @ 28'W C/L
(______)' @ _____'W C/L
JOINT 8" MPE-___
20' @ 91'S C/L
(______)' @ _____'S C/L
8" INLINE TEE
91'S C/L & 28'W C/L
______'S C/L & _____'W C/L
8" POLYVALVE/OPEN
W/ BOX & SUPPORT
91'S C/L & 45'W C/L
______'S C/L & _____'W C/L
8" CAP EOM/WIREBOX
91'S C/L & 46'W C/L
______'S C/L & _____'W C/L
66'S
67'S
8" INLINE TEE
30'N C/L & 30'E C/L
______'N C/L & _____'E C/L
8" INLINE TEE
30'N C/L & 30'E C/L
______'N C/L & _____'E C/L
8" x 6" REDUCER
29'N C/L & 30'E C/L
______'N C/L & _____'E C/L
6" x 4" REDUCER
28'N C/L & 30'E C/L
______'N C/L & _____'E C/L
8" x 6" REDUCER
30'N C/L & 29'E C/L
______'N C/L & _____'E C/L
6" x 4" REDUCER
30'N C/L & 28'E C/L
______'N C/L & _____'E C/L
4" x 2" REDUCER
30'N C/L & 27'E C/L
______'N C/L & _____'E C/L
JOINT 8" MPE-___
1' @ 30'N C/L
(______)' @ _____'N C/L
JOINT 8" MPE-___
1' @ 30'E C/L
(______)' @ _____'E C/L
JOINT 6" MPE-___
1' @ 30'N C/L
(______)' @ _____'N C/L
JOINT 4" MPE-___
1' @ 30'N C/L
(______)' @ _____'N C/L
JOINT 6" MPE-___
1' @ 30'E C/L
(______)' @ _____'E C/L
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power
48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
4" POLYVALVE/OPEN
W/ BOX & SUPPORT
27'N C/L & 30'E C/L
______'N C/L & _____'E C/L
JOINT 4" MPE-___
1' @ 30'E C/L
(______)' @ _____'E C/L
JOINT 4" MPE-___
1' @ 30'N C/L
(______)' @ _____'N C/L
2" POLYVALVE/OPEN
W/ BOX & SUPPORT
30'N C/L & 26'E C/L
______'N C/L & _____'E C/L
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
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
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
ELEC Order Number
SAP Sup Order Nbr
PC APPROVAL
L. BROWN 425.417.8620 .
A. DUNN .06.05.24
D. WALKER .05.30.24
REDT # ( RW-134833 )YELM
TAHOMA TERRA 7&8 PH 3
2" MPE-___ GAS MAIN EXTENSION - 75 S/F LOTS
P#78640000018, TAHOMA BLVD SE, YELM, WA 98597
PUGET SOUND ENERGY
107063209
105104560
N/A 2 OF 3
THURSTON 344 CIONC
23SE-T17N-R01E 280.038 283.041
COMCAST
TED AXTELL
253.878.2794
LUMEN
DEWAYNE RICHERT
253.221.0133
RIGHT OF WAY
LINDA OLSON
425.462.3787
.
.
.
N/A N/A N/A
...
...
...
...
EX PLAT MAP 283.041
NOT TO SCALE
SITE
NOT TO SCALE
CROSS SECTION - 'D' ROAD & 'E' ROAD
LOOKING NORTH
56' ROW
PROP. 8" MPE IP - 30'ECL
W
G
G
E
4" MPE-9 IP 37-28'W 107059777 - 2021 JT PROP. 4" MPE IP - 30'ECL
G
NOT TO SCALE
CROSS SECTION - 'A' ROAD, 'B' ROAD & 'C' ROAD
LOOKING WEST
56' ROW
S N
PROP. 2" MPE IP - 59'R TO 30'WCLG'D' ROAD
'E' ROAD
'E' ROAD
'E' ROAD
PROP. 2" MPE IP - 30'SCL
G'B' ROAD PROP. 8" MPE IP - 30'NCL
G 'A' ROAD
PROP. 2" MPE IP - 30'NCL TO 59'R
G 'A' ROADPROP. 4" MPE IP - 30'SCL
G'C' ROAD
PROP. 2" MPE IP - 30'SCL
G'C' ROAD
NOT TO SCALE
CROSS SECTION - TAHOMA BLVD SE
LOOKING WEST
90' ROW
S
PROP. 8" MPE IP - 91'SCL
N
G
42"
45°42"
1'
45°
Pr
o
p
e
r
t
y
L
i
n
e
Road Side
Top View of Mainline Trench for
Single Stubout Location
4'
Pr
o
p
e
r
t
y
L
i
n
e
Road Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
4'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE