HomeMy WebLinkAboutMFP23002732.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23002732
IVR Number: 23002732
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:05/23/2023Application Date:3345700220Parcel Number: 1825 NE 38TH ST
Permit Type:08/08/2023Issue Date:Franchise
Permit Work Class:08/07/2024Expiration Date:Minor Utility
Job Number: 107060457Franchise Type:Natural Gas
Description: PSE Gas Two Works Zones. Zone 1:Truck parking on NE 38th ST to tie. need a 4 x 4 work pit to connect gas to PLAT.
Tie in at 30' WCL of Lincoln Ave NE and 36' SCL of NE 38th St. Zone 2: Truck parking along Lincoln Ave NE to install 3
service lines. Lot 1 is 89' SCL of NE 38th ST and 15' WCL on Lincoln Ave NE. Lot 2 is 151' SCL of NE 38th ST and 15'
WCL on Lincoln Ave NE. Lot 3 is 204' SCL of NE 38th St and 15' WCL on Lincoln Ave NE. RESTORATION PER CITY
OF RENTON STANDARDS
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
INFRASOURCE SVCS B: (206) 949-5846Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
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 425.235.7736) (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
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST 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 traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 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.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o 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.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
INFRASOURCE, INC
6905 S 228TH ST KENT, WA 98032
PLEASE SEE ATTACHED
107060457
1825 NE 38TH ST
RANDY BLACKIE 425.457.2614
MFP23002732
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 8/8/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
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 a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
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 R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
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 Permit Holder’s agents and employees.
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.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
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.
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.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
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.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
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).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
NE 36TH ST
LINCOLN CT NE
NE 38TH ST LINCOLN AVE NELINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1616 16161010 991313
1414
1010STOP
FLAGGERW20-7APLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
STOP
FLAGGER
STOP
FLAGGERW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORK
AHEAD W20-1ROADWORKAHEADW20-1100'
TEMPORARY TRAFFIC CONTROL PLAN
N
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
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 32' WCL of Lincoln Ave NE & 16'
SCL of NE 38th St.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
01/25/2023
510548341
0
1825 NE 38th St, Renton.
Flaviana Nunes
425-424-7386
Flaviana.rodriguesnunes@pse.com
1 OF 2
Puget Sound Energy
Traffic Control Supervisor:Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
WORK PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP23002732
NE 36TH ST
LINCOLN CT NE
NE 38TH ST LINCOLN AVE NELINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1616 16161010 991313
1414
1010STOP
FLAGGER
W20-7A
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X'USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROAD
WORK
AHEAD W20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
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 15' WCL of Lincoln Ave NE & 78'
SCL of NE 38th St, 15' WCL of Lincoln Ave NE & 139'
SCL of NE 38th St and 15' WCL of Lincoln Ave NE & 59'
NCL of Lincoln Ct NE.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
01/25/2023
510548341
0
1825 NE 38th St, Renton.
Flaviana Nunes
425-424-7386
Flaviana.rodriguesnunes@pse.com
2 OF 2
Puget Sound Energy
Traffic Control Supervisor:Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
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
WORK PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP23002732
NE 38TH ST Lincoln Ave NELincoln PL NEJOINT USE DRIVEWAY
(ACCESS & UTILITY TRACT
JOINT USE DRIVEWAY(ACCESS & UTILITY TRACTLOT 1
LOT 2
LOT 3LOT 6LOT 7LOT 8
LOT 5 LOT 4
LINCOLN CT NE
NE 38TH PL
2" MPE IP 10'W107009662-2000 JT2" MPE IP 5'N
107009662-2000 JT2" MPE IP 15'W107016777-2003 JT2" MPE IP 25'N
107016777-2003 JT
2" MPE IP 15'S
107016777-2003 JT
2" MPE IP 17'W107016777-2003 JT138'W
20'N
,38
'W62'N
,17
'W2" MPEI220'
N,
3
8'
W
201'
N,
1
5'
W
2" MPE10'W40'N,15W5/8" MPE20041826
110'W170'W
2" MPEIFLOWFLOW
30'
25'60'62'
1826
3617
3613
3621
6' ROW DED
Owner / Developer Contact Info
officeATTN:
GILL HOMES, LLC
PO BOX 98468
DES MOINES, WA 98198
NAVDEEP S GILL 253.261.4455
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" = 50'105096584107060457Excavator 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 = 45 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 02.08.21
C.OLSEN .02.10.23
S. JOHNSON .02.08.21
REDT # (RW-120836 )N/A
KP DEVELOPMENT SHORT PLAT
2" MPE-___ GAS MAIN EXT., 3 SCAT STUBS - 8 S/F LOTS
1825 NE 38TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
107060457
105096584
1" = 50'1 OF 2
KING 469E CIKNC
32NE-T24N-R05E 200.080 202.083
COMCAST
TODD ZIMNY
360.507.0598
LUMEN TECH
ALEX HARB
253.831.0395
RIGHT OF WAY
FABIANA DODSON
425.456.2293
.
.
.
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)
510548341 107060457
N/A 106373694
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
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-___17 FT
JOINT 2"MPE-___330 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 469-45
N/A N/A
SITE PLAN
xx
INSTALL 2" = 17 FT
JOINT 2" = 330 FT
...
...
...
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
NAVDEEPGILL@MSN.COM
IP 469-45
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
→SEE PSE HANDBOOKS←
SEE 2772 (MF), 3885
FOR TRENCH SEE 3061, 2809
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
CFH/HOME = 325
N
Vicinity Map
47.5252, -122.1937
SITE
BEGIN JOINT MAIN
36'S CL & 30'W CL
______'S CL & _____'W CL
2" HVTT TIE-IN
36'S CL & 24'W CL
______'S CL & _____'W CL
T01
CONSTRUCTION DETAIL
N.T.S.
INSTALL 2" MPE-___
6' @ 36'S CL
(______)' @ _____'S CL
SEE CONST.
DETAIL
PROP. 2"
2" 90° ELBOW
36'S CL & 141'W CL
______'S CL & _____'W CL
2" CAP EOM/WIREBOX
12'S CL & 146'W CL
______'S CL & _____'W CL
JOINT 2" MPE-___
102'@ 16'W CL
(______)' @ _____'W CL
2" 90° ELBOW
12'S CL & 16'W CL
______'S CL & _____'W CL
JOINT 2" MPE-___
130' @ 12'S CL
(______)' @ _____'S CL
JOINT 2" MPE-___
100' @ 36'S CL
(______)' @ _____'S CL
INSTALL 1 1/8" SCAT STUB
89'S C/L & 15'W C/L
______'S C/L & _____'W C/L
INSTALL 1 1/8" SCAT STUB
151'S C/L & 15'W C/L
______'S C/L & _____'W C/L
INSTALL 1 1/8" SCAT STUB
204'S C/L & 15'W C/L
______'S C/L & _____'W 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 4 LOT 1 2 40 1 S GAS ONLY 40 ( )'SCL GAS MAIN
X02 LOT 4 LOT 6 2 40 1 E 2 DB120 1 35 ( )'WCL GAS MAIN, PRIMARY
X03 LOT 5 LOT 7 2 40 1 E 3 DB120 2 35 ( )'WCL GAS SVC, SECONDARY
X04 LINCOLN LOT 1 2 40 1 W GAS ONLY 20 ( )'NCL GAS SVC
X05 LINCOLN LOT 2 2 40 1 W GAS ONLY 20 ( )'NCL GAS SVC
X06 LINCOLN LOT 3 2 40 1 W GAS ONLY 20 ( )'NCL GAS SVC
2" PVC PLUG /CAPS = 12 2" YELLOW SCH 40 PVC = 170 FT 3" DB120 GREY PVC = 105 FT 3" PVC PLUG /CAPS = 6EX. 2" PEEX. 2" PE2" POLYVALVE/OPEN
W/ BOX & SUPPORT
36'S CL & 42'W CL
______'S CL & _____'W CL
JOINT 2" MPE-___
12' @ 36'S CL
(______)' @ _____'S CL
MFP23002732
RESTORATION PER CITY OF RENTON STANDARDS
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 02.08.21
C.OLSEN .02.10.23
S. JOHNSON .02.08.21
REDT # (RW-120836 )N/A
KP DEVELOPMENT SHORT PLAT
2" MPE-___ GAS MAIN EXT., 3 SCAT STUBS - 8 S/F LOTS
1825 NE 38TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
107060457
105096584
AS SHOWN 2 OF 2
KING 469E CIKNC
32NE-T24N-R05E 200.080 202.083
COMCAST
TODD ZIMNY
360.507.0598
LUMEN TECH
ALEX HARB
253.831.0395
RIGHT OF WAY
FABIANA DODSON
425.456.2293
.
.
.
N/A N/A N/A
...
...
...
...
EX PLAT MAP 202.083
SCALE: 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)
NOT TO SCALE
CROSS SECTION - NE 38TH ST
LOOKING WEST
N
30.5' ACCESS
G
16'SCL
S
PROP. 2" MPE IP
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 2,600 SCAT STUB
SS SINGLE 2" MAIN 2 1 1/8 MPE-___10 ( )' WCL 2,600 SCAT STUB
SS SINGLE 2" MAIN 3 1 1/8 MPE-___10 ( )' WCL 2,600 SCAT STUB
LS TWIN 2" MAIN 4 & 5 1 1/8 MPE-___30 ( )' SCL 2,600
SS SINGLE 2" MAIN 6 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 7 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 8 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLES =6 90 FT 1 1/8" PE PIPE
LS TWIN =1
NOT TO SCALE
CROSS SECTION - JOINT USE DRIVEWAY A&U TRACT
LOOKING NORTH
E
25' ACCESS
G
16'WCL
W
PROP. 2" MPE IP
N
30.5' ACCESS
G
16'SCL
S
PROP. 2" MPE IP
NOT TO SCALE
CROSS SECTION - JOINT USE DRIVEWAY A&U TRACT
LOOKING WEST
SITE
MFP23002732
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 02.08.21
C.OLSEN .02.10.23
S. JOHNSON .02.08.21
REDT # (RW-120836 )RENTON
KP DEVELOPMENT SHORT PLAT
2" MPE-___ GAS MAIN EXT.. & 3 SCAT STUBS - 8 S/F LOTS
1825 NE 38TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
107060457
105096584
AS SHOWN 2 OF 2
KING 469E CIKNC
32NE-T24N-R05E 200.080 202.083
COMCAST
TODD ZIMNY
360.507.0598
LUMEN TECH
ALEX HARB
253.831.0395
RIGHT OF WAY
FABIANA DODSON
425.456.2293
.
.
.
N/A N/A N/A
...
...
...
...
EX PLAT MAP 202.083
SCALE: 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)
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 2,600 SCAT STUB
SS SINGLE 2" MAIN 2 1 1/8 MPE-___10 ( )' WCL 2,600 SCAT STUB
SS SINGLE 2" MAIN 3 1 1/8 MPE-___10 ( )' WCL 2,600 SCAT STUB
LS TWIN 2" MAIN 4 & 5 1 1/8 MPE-___30 ( )' SCL 2,600
SS SINGLE 2" MAIN 6 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 7 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLE 2" MAIN 8 1 1/8 MPE-___10 ( )' SCL 2,600
SS SINGLES =6 90 FT 1 1/8" PE PIPE
LS TWIN =1
NOT TO SCALE
CROSS SECTION - JOINT USE DRIVEWAY
LOOKING WEST
N
20' ACCESS
G
S
PROP. 2" MPE IP - 13'SCL
SITE
NOT TO SCALE
CROSS SECTION - JOINT USE DRIVEWAY
LOOKING NORTH
E
26' ACCESS
G
W
PROP. 2" MPE IP - 16'WCL
NOT TO SCALE
CROSS SECTION - NE 38TH ST
LOOKING WEST
N
60' C/L ROW
S
PROP. 2" MPE IP - 36'SCL G
EX 2" PE IP - 25'N107016777-2003
(CITY OF RENTON)
G
C/L ROAD
W
6.5'6.5'
MFP23002732