PSE FINAL 107061200 MOUNTAIN MEADOWS1 2
3 4 5
14
13
12
11
109
TRACT A
OPEN SPACE
17 16
15
19
18
76 8
202122 56'
2" MPE IP 28' N
107023655-2005 JT2" MPE IP 28' E107023655-2005 JT2" MPE IP84' E2" MPE IP 28' E107023655-2005 JT14740
14867 148725/8" MPE
150' N
89TH WAY SE89TH AVE SEBURNETT RD SE89TH WAY SE
14822 14834FLOW14770
ELEC ONLYBURNETT RD SE50'
150'N
FLOW56'56'40'
Owner / Developer Contact Info
officeATTN:
COPPER RIDGE, LLC
PO 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" = 50'105098738107061200Excavator 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
D. BETTENCOURT 206.445.5958 .
...
A. VASQUEZ .04.13.22
REDT # ( RW-124573 )YELM
MOUNTAIN MEADOWS
2" MPE-___ GAS MAIN EXTENSION - 22 S/F LOTS
P# 21713310400, 8818 BURNETT RD SE, YELM, WA, 98597
PUGET SOUND ENERGY
107061200
105098738
1" = 50'1 OF 2
THURSTON 344 CIONC
13SW-T17N-R01E 281.042 280.038
COMCAST
TED AXTELL
253.878.2794
LUMEN
.
.
RIGHT OF WAY
CAROLYN BANASKY
253.476.6416
.
.
.
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)
511877256 107061200
N/A 106381322
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 2"MPE-___941 FT
....
....
....
....
....
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:DON BETTENCOURT
206.445.5958
Don.Bettencourt@pse.com
60 IP 344-60
N/A N/A
SITE PLAN
xx
JOINT 2" = 941 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
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 'A'TR. A ELEC ONLY 2 DB120 1 105 ( )' SCL PRIMARY
X02 TR. A 'B'4 40 1 W GAS ONLY 65 ( )' ECL GAS MAIN
X03 LOT 21 LOT 1 2 40 1 E 3 DB120 2 65 ( )' ECL GAS SVC, SECONDARY
X04 LOT 18 LOT 4 2 40 1 W 3 DB120 2 65 ( )' WCL GAS SVC, SECONDARY
X05 LOT 18 LOT 5
4 40 1 E 2 DB120 1 65 ( )' WCL GAS MAIN, PRIMARY
----3 DB120 1 65 ( )' WCL SECONDARY
X06 LOT 14 LOT 15 2 40 1 N 3 DB120 2 65 ( )' SCL GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 195 FT 2" DB120 GREY PVC = 170 FT 2" PVC PLUG /CAPS = 4
4" PVC PLUG /CAPS = 4 4" YELLOW SCH 40 PVC = 130 FT 3" DB120 GREY PVC = 455 FT 3" PVC PLUG /CAPS = 14
N
Vicinity Map
46.9591, -122.6274
SITE
2" FUSED TIE-IN
& BEGIN JOINT MAIN
202'N C/L & 28'E C/L
______'N C/L & _____'E C/L
JOINT 2" MPE-___
113' @ 28'E C/L TO 32'E C/L
(______)' @ _____'E C/L TO _____'E C/L
JOINT 2" MPE-___
57' @ 32'E C/L
(______)' @ _____'E C/L
2" CAP EOM/WIREBOX
26'N C/L & 32'E C/L
______'N C/L & _____'E C/L
2" INLINE TEE
32'S C/L & 32'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
348' @ 32'S C/L
(______)' @ _____'S C/L
JOINT 2" MPE-___
60' @ 160'W C/L
(______)' @ _____'W C/L
2" 90° ELBOW
32'S C/L & 160'W C/L
______'S C/L & _____'W C/L
2" 90° ELBOW
28'N C/L & 160'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-___
363' @ 28'N C/L TO 28'E C/L
(______)' @ _____'N C/L TO _____'E C/L
2" FUSED TIE-IN
& BEGIN JOINT MAIN
202'N C/L & 28'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
D. BETTENCOURT 206.445.5958 .
...
A. VASQUEZ .04.13.22
REDT # ( RW-124573 )YELM
MOUNTAIN MEADOWS
2" MPE-___ GAS MAIN EXTENSION - 22 S/F LOTS
P# 21713310400, 8818 BURNETT RD SE, YELM, WA, 98597
PUGET SOUND ENERGY
107061200
105098738
N/A 2 OF 2
THURSTON 344 CIONC
13SW-T17N-R01E 281.042 280.038
COMCAST
TED AXTELL
253.878.2794
LUMEN
.
.
RIGHT OF WAY
CAROLYN BANASKY
253.476.6416
.
.
.
N/A N/A N/A
...
...
...
...
EX PLAT MAP 280.038
NOT TO SCALE
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)
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
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
4'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
4'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
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
LS TWIN 2" MAIN 1 & 2 1 1/8 MPE-___65 ( )' ECL 2600
LS TWIN 2" MAIN 3 & 4 1 1/8 MPE-___65 ( )' WCL 2600
SS SINGLE 2" MAIN 5 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 6 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 7 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 8 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 9 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 10 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 11 1 1/8 MPE-___10 ( )' SCL 2600
SS SINGLE 2" MAIN 12 1 1/8 MPE-___10 ( )' SCL 2600
SS SINGLE 2" MAIN 13 1 1/8 MPE-___10 ( )' SCL 2600
SS SINGLE 2" MAIN 14 1 1/8 MPE-___10 ( )' SCL 2600
LS TWIN 2" MAIN 15 & 16 1 1/8 MPE-___65 ( )' SCL 2600
SS SINGLE 2" MAIN 17 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 18 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 19 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 20 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 21 1 1/8 MPE-___10 ( )' ECL 2600
SS SINGLE 2" MAIN 22 1 1/8 MPE-___10 ( )' ECL 2600
SS SINGLES =16 355 FT 1 1/8" PE PIPE
LS TWIN =3
SITE
NOT TO SCALE
CROSS SECTION - BURNETT RD SE
LOOKING NORTH
E
50' ROW
PROP. 2" MPE IP - 32'ECL
N
G
GEX. 2" MPE IP - 28'ECL
107023655-2005 JT
NOT TO SCALE
CROSS SECTION - 89TH WAY SE
LOOKING EAST / SOUTH
S / W
56' ROW
PROP. 2" MPE IP - 32'SCL
N / E
PROP. 2" MPE IP - 28'ECL
GG
G EX.2" MPE IP - 28'ECL
107023655-2005 JT