HomeMy WebLinkAboutMFP20003905.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20003905
IVR Number: 20003905
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:09/01/2020Application Date:0088000560Parcel Number: 16451 111TH AVE SE
Permit Type:04/27/2021Issue Date:Franchise
Permit Work Class:04/27/2022Expiration Date:Major Utility
Job Number: 107059335Franchise Type:Natural Gas
Description: PSE gas Truck setup and temporary lane closure for 5'x4' open pit trench located approx (417' South of SE 164 St)
on the West side of 111th Ave SE. Southbound lane to be occupied for excavation and installation of new gas Service
Tee on main extension. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
INFRASOURCE SVCS B: (206) 949-5846Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
BONAFIDE PROPERTIES 2 LLC 3024 90TH PL SE
MERCER ISLAND , WA 98040
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
4
4
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4
4
4
4
4
4
4
4
107059335
16451 111TH AVE SE.
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
RANDY BLACKIE RANDY.BLACKIE@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP20003905
Scott Warlick CED
Monday - Friday 8:00AM - 3:00PM
4/27/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
CORRIE RYDBERG 9/1/2020
111TH AVE SE111TH AVE SE1111
1111
#16451
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC
000
000
0000 NO PARKINGNO-PA
RK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
STOP
FLAGGER
STOP
FLAGGER
W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANE
ROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'SE 164TH ST
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
PSE PUGETSOUNDENERGY
-OB#107059335
16451 111TH AVE SE, RENTON
08/24/2020
FLAVIANA.NUNES@PSE.COM
425-424-7809
SHEET 1 of 1
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be 416' South of CL SE 164th St &
14' West of CL 111th Ave SE.
WORK PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP20003905
111TH AVE SESE 164TH ST
1
2
345
SENSITIVE AREA
TRACT C
8 9
STORM DRAINAGETRACT A6
7
SE 165TH ST
111TH AVE SE2" STW IP 14'W69E4291/2" STW-U
1969 1150'N
1154'N
5/8" PE
1994 912'N
69'S
65'S17'W19'S
15'W
2" STW IP 18'W70E044ELECONLYELEC
ONLY
5/8" MPE
1995 16438
368'S
2" STW
14'S 2" PE-A IP @ S EDGE BALCK-TOP
782214
'A'
'B'FLOW53'60'SEE CONST.
DETAIL
Owner / Developer Contact Info
officeATTN:
MARK SEEK
27037 NE 29TH PL
REDMOND, WA 98053
MARK SEEK 425.919.4062
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" = 50'105093848 107059335
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
R. BLACKIE 425.457.2614 5.30.20
S. FOX . 7.24.20
S. FOX . 7.24.20
REDT # (RW-116851)CITY OF RENTON
BETHANY CORNER
2" MPE-__ GAS MAIN EXTENSION - 9 S/F LOTS
16451 111TH AVE SE, RENTON, WA 98055
PUGET SOUND ENERGY
107059335
105093848
1" = 50' 1 OF 2
KING 32 CIKNC
29NE-T23N-R05E 212.083 212.080
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
B. JOHNSON 206.571.8519 6.13.20
...
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)
508678000 107059335
N/A 106363530
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-__ 15 FT
JOINT 2" MPE-__ 270 FT
.. ..
.. ..
.. ..
.. ..
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
60 IP 132-60
B. JOHNSON 206.571.8519
SITE PLAN
xx
INSTALL 2" = 15 FT
JOINT 2" = 270 FT
...
...
...
overlapping existing coating 3".
Tape wrap weld joint
Wrapped Steel Gas MainSteelPEPE Main
Transition Fitting
Test Lead Wires
Tracer Wire
CP Test Box
TYPICAL TEST LEAD CONNECTION FOR PE MAIN
NOT TO SCALE
CONNECTED TO WRAPPED STEEL MAIN
CP NOTES:
INSTALL PER PSE STANDARDS
(4510.1020 - FIG. 4) IF LOW
PSP READ. INSTALL 9LB ANODE
AND BRING WIRE UP IN BOX
WITH TEST LEAD OFF MAIN.
NOTIFY
CORROSION TECH. @206.571.8519
B. JOHNSON
MARKSEEK1@YAHOO.COM
IP 132-60
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
N
Vicinity Map
47.4550, -122.1927
SITE
2" SVC TEE TIE-IN
416'S C/L & 14'W C/L
______'S C/L & _____'W C/L
2" T.L. & T.F.
416'S C/L & 15'W C/L
______'S C/L & _____'W C/L
2" POLYVALVE / OPEN W/BOX & SUPPORT
29'N C/L & 40'W C/L
______'N C/L & _____'W C/L
INSTALL 2" MPE-__ 16' @ 416'S C/L
(______)' @ _____'S C/L
BEGIN JOINT MAIN
29'N C/L & 30'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-__ 10' @ 29'N C/L
(______)' @ _____'N C/L
JOINT 2" MPE-__ 260' @ 29'N C/L
(______)' @ _____'N C/L
2" CAP EOM/WIREBOX
29'N C/L & 300'W C/L
______'N C/L & _____'W C/L
T01
CONSTRUCTION DETAIL
N.T.S.
PROP. 2"EX. 2"EX. 2"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 1 ELEC ONLY 2 80 1 70 ( )'WCL PRIMARY
X02 LOT 1 'B'ELEC ONLY 3 80 1 80 ( )'WCL SECONDARY
X03 LOT 3 LOT 9 2 40 1 W 3 80 2 60 ( )'WCL GAS SVC, SECONDARY
X04 LOT 4 LOT 7 2 40 1 W 3 80 1 60 ( )'WCL GAS SVC, SECONDARY
X05 LOT 5 LOT 6 2 40 1 E 3 80 1 60 ( )'WCL GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 180 FT 2" SCH80 GREY PVC = 70 FT 2" PVC PLUG /CAPS = 2
3" SCH80 GREY PVC = 320 FT 3" PVC PLUG /CAPS = 10
235.234.6558
MFP20003905
RESTORATION PER CITY OF RENTON STANDARDS
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
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
R. BLACKIE 425.457.2614 5.30.20
S. FOX . 7.24.20
S. FOX . 7.24.20
REDT # (RW-116851)CITY OF RENTON
BETHANY CORNER
2" MPE-__ GAS MAIN EXTENSION - 9 S/F LOTS
16451 111TH AVE SE, RENTON, WA 98055
PUGET SOUND ENERGY
107059335
105093848
N/A 2 OF 2
KING 32 CIKNC
29NE-T23N-R05E 212.083 212.080
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
B. JOHNSON 206.571.8519 6.13.20
...
...
...
...
EX PLAT MAP 212.080
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)
SITE
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 2" MAIN 1 1 1/8 MPE-__10 ( ')WCL 2600
SS SINGLE 2" MAIN 2 1 1/8 MPE-__10 ( ')WCL 2600
SS SINGLE 2" MAIN 3 1 1/8 MPE-__10 ( ')WCL 2600
SS SINGLE 2" MAIN 4 1 1/8 MPE-__10 ( ')WCL 2600
SS SINGLE 2" MAIN 5 1 1/8 MPE-__10 ( ')WCL 2600
LS SINGLE 2" MAIN 6 1 1/8 MPE-__70 ( ')WCL 2600
LS SINGLE 2" MAIN 7 1 1/8 MPE-__70 ( ')WCL 2600
LS TWIN 2" MAIN 8 & 9 1 1/8 MPE-__70 ( ')WCL 2600
SS SINGLES = 5 260 FT 1 1/8" PE PIPE
LS SINGLES = 2
LS TWIN = 1
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
3'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
3'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
NOT TO SCALE
CROSS SECTION - 111TH AVE SE
LOOKING NORTH
G
EX 2" STW IP - 14'W
69E429
NOT TO SCALE
CROSS SECTION - SE 165TH ST
LOOKING WEST
PROP. 2" MPE IP - 29'NCL G
235.234.6558
MFP20003905