107061204 THE MEADOWS AT MILL POND APPROVEDs s
s s
ssssssss s
s sssssss0+75 1+00
2+00
3+00 4+00 5+00 6+00
0+42 0+50 0+56
0+080+170+250+330+4021'W24'S
26'S
10'N
423'N
24'W709 FLOWLOT 15
LOT 14
LOT 21 LOT 13
LOT 20 LOT 19 LOT 18 LOT 17 LOT 16
LOT 6LOT 5LOT 4
LOT 11
LOT 3
LOT 10
LOT 2 LOT 9LOT 1
LOT 8
TRACT 'A'LOT 7
LOT 12
TRACT 'B'6" MPE IP 14'S
9808506 4" MPE IP 16'E96120791-1/4" MPE1997104TH PL SE
104TH AVE SE
MILL RD SEMEADOWS ROAD 1
4" MPE IP 16'E961207958'50'
R50'9612079ELEC
ONLY
30'S
N
Vicinity Map
46.9362, -122.6103
Owner / Developer Contact Info
officeATTN:
RUSH RESIDENTIAL, INC
6622 WOLLOCHET DR
GIG HARBOR, WA 98335
JOE FLANSBURG 253.858.3636
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" = 50'105098782 107061204
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
D. BETTENCOURT 206.445.5958 .
C. GESTRING 253.234.6394 1.13.22
A. VASQUEZ . 12.14.21
REDT # ( RW-124370 )YELM
THE MEADOWS AT MILL POND
2" MPE-___ GAS MAIN EXTENSION - 21 S/F LOTS
P# 22730220600; 700 BLOCK MILL ROAD SE, YELM, WA 98597
PUGET SOUND ENERGY
107061204
105098782
1" = 50' 1 OF 2
THURSTON 344 CIONC
30SE-T17N-R02E 284.044 284.044
COMCAST
TED AXTELL
253.878.2794
WAVE BROADBAND
.
.
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)
511881654 107061204
N/A 106381434
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
INSTALL 2" MPE-___ 4 FT
JOINT 2" MPE-___ 689 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
INSTALL 2" = 4 FT
JOINT 2" = 689 FT
...
...
...
SITE
JFLANSBURG@THERUSHCOMPANIES.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 = 125
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'LOT 21 ELECTRIC ONLY 2 DB120 1 70 ( )' NCL GAS MAIN, PRIMARY
X02 LOT 18 LOT 2 2 40 1 W 3 DB120 1 70 ( )' ECL GAS SVC, SECONDARY
X03 LOT 16 LOT 4 2 40 1 W 3 DB120 2 70 ( )' ECL GAS SVC, SECONDARY
X04 LOT 15 LOT 5 2 40 1 E 3 DB120 2 70 ( )' ECL GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 210 FT 2" DB120 GREY PVC = 70 FT 2" PVC PLUG /CAPS = 2
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 70 FT 3" DB120 GREY PVC = 350 FT 3" PVC PLUG /CAPS = 10
4 x 2" HVTT TIE-IN
35'N C/L & 16'E C/L
______'N C/L & _____'E C/L
INSTALL 2" MPE-___
4' @ 35'N C/L
(______)' @ _____'N C/L
BEGIN JOINT MAIN
35'N C/L & 20'E C/L
______'N C/L & _____'E C/L
2" POLYVALVE/OPEN
W/ BOX & SUPPORT
35'N C/L & 25'E C/L
______'N C/L & _____'E C/L
JOINT 2" MPE-___
684' @ 35'N C/L TO 31'N C/L TO 52'R
(______)' @ _____'N C/L TO _____'N C/L TO _____'R
2" CAP EOM/WIREBOX
709'E C/L & 52'R
______'E C/L & _____'R
JOINT 2" MPE-___
5' @ 35'N C/L
(______)' @ _____'N 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 .
C. GESTRING 253.234.6394 1.13.22
A. VASQUEZ . 12.14.21
REDT # ( RW-124370 )YELM
THE MEADOWS AT MILL POND
2" MPE-___ GAS MAIN EXTENSION - 21 S/F LOTS
P# 22730220600; 700 BLOCK MILL ROAD SE, YELM, WA 98597
PUGET SOUND ENERGY
107061204
105098782
N/A 2 OF 2
THURSTON 344 CIONC
30SE-T17N-R02E 284.044 284.044
COMCAST
TED AXTELL
253.878.32794
WAVE BROADBAND
.
.
RIGHT OF WAY
CAROLYN BANASKY
253.476.6416
.
.
.
N/A N/A N/A
...
...
...
...
EX PLAT MAP 284.044
NOT TO SCALE
SITE
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
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-___70 ( ')ECL 2600
LS TWIN 2" MAIN 3 & 4 1 1/8
MPE-___70 ( ')ECL 2600
LS TWIN 2" MAIN 5 & 6 1 1/8
MPE-___70 ( ')ECL 2600
SS SINGLE 2" MAIN 7 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 8 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 9 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 10 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 11 1 1/8 MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 12 1 1/8 MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 13 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 14 1 1/8 MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 15 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 16 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 17 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 18 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 19 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 20 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLE 2" MAIN 21 1 1/8
MPE-___10 ( ')ECL 2600
SS SINGLES = 15 360 FT 1 1/8" PE PIPE
LS TWIN = 3
NOT TO SCALE
CROSS SECTION - MEADOWS ROAD 1
LOOKING EAST
S
58' ROW
PROP. 2" MPE IP - 35'NCL TO 31'NCL TO 52'RG
N
NOT TO SCALE
CROSS SECTION - MILL ROAD SE
LOOKING NORTH
50' ROW
W
G
EX. 4" MPE IP - 16'ECL
9612079
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