HomeMy WebLinkAboutMFP21005865.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21005865
IVR Number: 21005865
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:12/07/2021Application Date:0423059142Parcel Number: 2611 UNION AVE NE
Permit Type:01/04/2022Issue Date:Franchise
Permit Work Class:01/04/2023Expiration Date:Minor Utility
Job Number: 107060327Franchise Type:Natural Gas
Description: PSE Gas GAS TIE IN OFF OF UNION AVE TO FEED NEW 25 LOT PLAT. 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
Stuart Bennett
Infrasource Services LLC
1622 Eastport Plaza Dr
Collinsville, IL 62234
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
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
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4
4
4
4
4
4
4
107060327
2611 UNION AVE NE
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
LEE BROWN LEE.BROWN@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP21005865
Scott Warlick CED 1/4/2021
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
NE 27TH PL
UNION AVE NE161610 10
1111
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGERW20-7AW20-4ONE LANEROADAHEAD200'200'200'ROADWORKAHEADW20-1W20-7AW20-4ONE LANEROADAHEAD200'200'200'ROADWORK
AHEAD W20-1W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
'X'
SIGNS TO BE USED AFTER
HOURS PRECEDING AREAS
(LANES) THAT HAVE PLATES
ON ROADWAY
CAUTIONSTEEL PLATE
ON ROADWAY
T78-A
MOTORCYCLESUSE EXTREMECAUTION
W21-1701
'X'
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
TEMPORARY TRAFFIC CONTROL PLAN
0'70'35'
PRINT ON
11X17" SHEETS ONLY N
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 29' NCL of NE 27th PL & 7' WCL
of Union Ave NE to West Property Line.Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
11/02/2021
107060327
0
2611 UNION AVE NE, RENTON, WA 98059.
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
1 OF 1
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
MFP21005865
P
2'' MPE IP 7'E107010419-2010150'S 5/8'' MPE
2008
2'' MPE IP 25'S
107010419-20102'' MPE IP 7'W107052382-201692'E5/8'' MPEI20025/8'' MPEI20025/8'' MPEI200362'EFLOWFLOW
FLOW FLOW53'53'70'
4100
4101 4107
2616
Owner / Developer Contact Info
officeATTN:
PULTE HOMES OF WASHINGTON
3535 FACTORIA BLVD SE, STE 600
BELLEVUE, WA 98006
KYLE LUBLIN 425.216.3466
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" = 50'105090858 107060327
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 .
E. ARCIAGA . 10.18.21
E. PASAYE . 9.20.21
REDT # ( RW-112327 )RENTON
FOREST TERRACE
2" MPE-___ GAS MAIN EXT. & (1) SCAT STUB - 25 S/F LOTS
2611 UNION AVE NE, RENTON, WA 98059
PUGET SOUND ENERGY
107060327
105090858
1" = 50' 1 OF 3
KING 088A CIKNC
04NE-T23N-R05E 204.080 204.085
COMCAST
JAMES COHN
253.569.0636
LUMEN
KENNETH LUU
206.346.0144
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
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)
510466889 107060327
N/A 106373096
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-___ 23 FT
JOINT 2" MPE-___ 1746 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 088-60
N/A N/A
SITE PLAN
xx
INSTALL 2" = 23 FT
JOINT 2" = 1746 FT
...
...
...
KYLE.LUBLIN@PULTEGROUP.COM
IP 088-60
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 = 450
2" HVTT TIE-IN
29'N C/L & 7'W C/L
______'N C/L & _____'W C/L
INSTALL 2" MPE-___
23' @ 29'N C/L
(______)' @ _____'N C/L
BEGIN JOINT MAIN
29'N C/L & 30'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-___
162' @ 29'N C/L
(______)' @ _____'N C/L
2" 90° ELBOW
29'N C/L & 217'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-___
58' @ 217'W C/L
(______)' @ _____'W C/L
2" 90° ELBOW
29'S C/L & 217'W C/L
______'S C/L & _____'W C/L
JOINT 2" MPE-___
309' @ 29'S C/L
(______)' @ _____'S C/L
2" INLINE TEE
29'S C/L & 29'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
214' @ 29'E C/L
(______)' @ _____'E C/L
2" CAP EOM/WIREBOX
193'N C/L & 29'E C/L
______'N C/L & _____'E C/L
JOINT 2" MPE-___
657' @ 29'S C/L
(______)' @ _____'S C/L
JOINT 2" MPE-___
25' @ 29'N C/L
(______)' @ _____'N C/L
2" POLYVALVE/OPEN
W/ BOX & SUPPORT
29'N C/L & 55'W C/L
______'N C/L & _____'W C/L
N
Vicinity Map
47.5160, -122.1645
SITEMATCHLINE A-A (SEE PAGE 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 TR. A LOT 24
4 40 1 W 2 80 1 65 ( )' WCL GAS MAIN, PRIMARY
- - - -3 80 1 65 ( )' WCL GAS MAIN, PRIMARY
X02 LOT 24 LOT 1 2 40 1 W 3 80 1 65 ( )' ECL GAS SVC, SECONDARY
X03 LOT 23 LOT 2 2 40 1 W 3 80 1 65 ( )' ECL GAS SVC, SECONDARY
X04 LOT 22 LOT 3 2 40 1 W 3 80 1 65 ( )' ECL GAS SVC, SECONDARY
X05 LOT 20 LOT 3
4 40 1 W 2 80 1 75 ( )' ECL GAS MAIN, FUTURE PRIMARY
- - - -3 80 1 75 ( )' ECL SECONDARY
X06 LOT 18 LOT 4 2 40 1 E 3 80 1 65 ( )' WCL GAS SVC, SECONDARY
X07 LOT 17 LOT 5 2 40 1 E 3 80 1 65 ( )' WCL GAS SVC, SECONDARY
X08 LOT 16 LOT 6 2 40 1 W 3 80 2 65 ( )' WCL GAS SVC, SECONDARY
X09 LOT 15 LOT 8 2 40 1 E 3 80 1 65 ( )' WCL GAS SVC, SECONDARY
X10 TR. E LOT 9 2 40 1 E 3 80 1 65 ( )' WCL GAS SVC, SECONDARY
X11 'A' 'B' 4 40 1 N 2 80 1 110 ( )' SCL GAS MAIN, PRIMARY
X12 TR. E LOT 10
4 40 1 W 2 80 1 65 ( )' WCL GAS MAIN, FUTURE PRIMARY
- - - -3 80 1 65 ( )' WCL SECONDARY
2" PVC PLUG /CAPS = 16 2" YELLOW SCH 40 PVC = 520 FT 2" SCH80 GREY PVC = 315 FT 2" PVC PLUG /CAPS = 8
4" PVC PLUG /CAPS = 8 4" YELLOW SCH 40 PVC = 315 FT 3" SCH80 GREY PVC = 790 FT 3" PVC PLUG /CAPS = 24
INSTALL 1-1/8" MPE SCAT STUB
340'SCL & 7'ECL
______'S C/L & _____'W C/L
11.24.21
RESTORATION PER CITY OF RENTON STANDARDS
MFP21005865
FLOW
FLOW
R55'53''A'
'B'
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 .
E. ARCIAGA . 10.18.21
E. PASAYE . 9.20.21
REDT # ( RW-112327 )RENTON
FOREST TERRACE
2" MPE-___ GAS MAIN EXT. & (1) SCAT STUB - 25 S/F LOTS
2611 UNION AVE NE, RENTON, WA 98059
PUGET SOUND ENERGY
107060327
105090858
1" = 50' 2 OF 3
KING 088A CIKNC
04NE-T23N-R05E 204.080 204.085
COMCAST
JAMES COHN
253.569.0636
LUMEN
KENNETH LUU
206.346.0144
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
N/A N/A N/A
...
...
...
...
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
1" = 50'
SITE PLAN
2" INLINE TEE
29'S C/L & 628'W C/L
______'S C/L & _____'W C/L
2" CAP EOM/WIREBOX
29'N C/L & 779'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-___
112' @ 29'S C/L TO 58'R
(______)' @____'S C/L TO _____'R
JOINT 2" MPE-___
58' @ 628'W C/L
(______)' _____'W C/L
2" 90° ELBOW
29'N C/L & 628'W C/L
______'N C/L & _____'W C/L
JOINT 2" MPE-___
151' @ 29'N C/L
(______)' _____'N C/L
NOT TO SCALE
CROSS SECTION - NE 27TH PL
LOOKING EAST
S
53' ROW
PROP. 2" MPE IP - 29'SCL
N
PROP. 2" MPE IP - 29'NCL GG
NOT TO SCALE
CROSS SECTION - SHELTON AVE NE
LOOKING NORTH
E
53' ROW
PROP. 2" MPE IP - 29'ECL
W
G
TYPICAL GAS SERVICE LINE TRENCH DETAIL
RESIDENTIAL
Excavated Dirt Pile
24" Min
NOTE: Install 30" shading
if the backfill contains rocks
greater than 6" dia.
36"
Min
Cover
Gas Service Line
SIDE
ACCESS
VEHICLE
Final Grade
4" Sand Bedding
30" 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.
2" CAP EOM/WIREBOX
57'R & 740'W C/L
______'R & _____'W C/L MATCHLINE A-A (SEE PAGE 1)MFP21005865
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 .
E. ARCIAGA . 10.18.21
E. PASAYE . 9.20.21
REDT # ( RW-112327 )RENTON
FOREST TERRACE
2" MPE-___ GAS MAIN EXT. & (1) SCAT STUB - 25 S/F LOTS
2611 UNION AVE NE, RENTON, WA 98059
PUGET SOUND ENERGY
107060327
105090858
N/A 3 OF 3
KING 088A CIKNC
04NE-T23N-R05E 204.080 204.085
COMCAST
JAMES COHN
253.569.0636
LUMEN
KENNETH LUU
206.346.0144
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
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
LS SINGLE 2" MAIN 1 1 1/8 MPE-___65 ( )' ECL 2600
LS SINGLE 2" MAIN 2 1 1/8 MPE-___65 ( )' ECL 2600
LS SINGLE 2" MAIN 3 1 1/8 MPE-___65 ( )' ECL 2600
LS SINGLE 2" MAIN 4 1 1/8 MPE-___65 ( )' WCL 2600
LS SINGLE 2" MAIN 5 1 1/8 MPE-___65 ( )' WCL 2600
LS TWIN 2" MAIN 6 & 7 1 1/8 MPE-___65 ( )' WCL 2600
LS SINGLE 2" MAIN 8 1 1/8 MPE-___65 ( )' WCL 2600
LS SINGLE 2" MAIN 9 1 1/8 MPE-___65 ( )' WCL 2600
SS SINGLE 2" MAIN 10 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 11 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 12 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 13 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 14 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 15 1 1/8 MPE-___10 ( )' WCL 2600
SS SINGLE 2" MAIN 16 1 1/8 MPE-___10 ( )' WCL 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 SINGLE 2" MAIN 23 1 1/8 MPE-___10 ( )' ECL 2600
SS SINGLE 2" MAIN 24 1 1/8 MPE-___10 ( )' ECL 2600
LS SINGLE 2" MAIN 25 1 1/8 MPE-___65 ( )' SCL 2600 SCAT STUB
SS SINGLES =15 735 FT 1 1/8" PE PIPE
LS SINGLES =8
LS TWIN = 1
EX PLAT MAP 204.085
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
MFP21005865