HomeMy WebLinkAboutMFP24001695.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001695
IVR Number: 24001695
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:04/01/2024Application Date:0522059078Parcel Number: 19805 108TH AVE SE
Permit Type:04/18/2024Issue Date:Franchise
Permit Work Class:04/18/2025Expiration Date:Minor Utility
Job Number: 107061296Franchise Type:Natural Gas
Description: PSE Gas tie into existing 2" STW IP located 18'W CL of 106th Ave SE and 269'N CL of SE 199th St and window the
water (cut into shoulder 4' x 6') to install 2" main to serve the plat
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
107061296
19805 108TH AVE SE
LEE BROWN 425-417-8620
MFP24001695
Scott Warlick CED 4/18/2024
Monday - Friday 8:00AM - 3:00PM
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
1212
1212
1010SE 199TH ST
106TH AVE SE106TH AVE SESTOP
STOP
W20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEAD
100'≥100'≥100'≥W20-7AW20-1
ROADWORKAHEAD100'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
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
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Ina Ustemchuk
425-398-6063
ina.ustemchuk@pse.com
1 OF 219805 108th Ave SE, Renton, WA
0
511184962
03/19/2024
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,
if indicated use ADA compliant channelization.
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
9. Work area will be 18' WCL of 106th Ave SE & 269' NCL
of SE 199th St.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 012928
Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063
MFP24001695
1212
1212
1010SE 199TH ST
106TH AVE SE106TH AVE SESTOP
STOP
W20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEAD
100'≥100'≥100'≥W20-7AW20-1
ROADWORKAHEAD100'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Ina Ustemchuk
425-398-6063
ina.ustemchuk@pse.com
2 OF 219805 108th Ave SE, Renton, WA
0
511184962
03/19/2024
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,
if indicated use ADA compliant channelization.
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
9. Work area will be ____' ECL of 106th Ave SE & 269' NCL
of SE 199th St.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 012928
Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063
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
MFP24001695
106TH AVE SE
108TH AVE SE
CITY OF RENTON
CITY OF KENT PUBLIC ROAD2" STW IP 18'W4884-196364'N252'N419'N3/4" STW-U1966196813/4" STW-U1966196613/4" STW-U1966196515/8" MPE19961060459'NTYPICAL PSEEASEMENTSE 199TH ST4" STW IP 22'W
5248-1963198193/4" STW-U196346'N2" PE-A IP 15'S783100FLOW 2" STW IP 18'W4884-1963FLOW
FLOW 60'60'43'ES 132CES 132A
The Emergency section boundary (between ES 132C & ES 132A) willbe adjusted and Madueno SP will be incorporated into the ES 132C'A'70'80'12'N21'W 87'N1 1/8" MPE2019-E19818220'N42'E
2" MPE200419800225'N21'W FLOWNVicinity Map47.4249, -122.1996Owner / Developer Contact InfoofficeATTN:SIMRIT DHILLON14519 SE 262ND STKENT, WA 98042SIMRIT DHILLON206.293.7700THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)GENERAL NOTES - GAS (JOINT TRENCH):1" = 50'105098906107061296Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to twoworking days prior to construction. 1-800-424-5555Notify 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 Erosionand 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 theappropriate 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 OperatingStandard 2525.2500.To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown onthis design, unless approved by the appropriate Engineer/Project Manager.System MAOP denoted by System MAOP = 60 PSIGInstall 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 GasOperating 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 GasField 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 GasOperating 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 & actualmaterials 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 andwork 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 BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrPC APPROVALL. BROWN425.417.8620.A.BTIINAS425-417-009202.23.24L. HU.02.15.22REDT # ( RW-124194 )RENTONMADUENO SHORT PLAT2" MPE-___ GAS MAIN EXTENSION - 6 S/F LOTS19805 108TH AVE SE, RENTON, WA 98055PUGET SOUND ENERGY1070612961050989061" = 50'1 OF 2KING132CCIKNC05NW-T22N-R05E216.080216.082COMCASTTODD ZIMNY360.357.1234 LUMENAMY ALLISTON206.794.8534RIGHT OF WAYSNITA PHOMMAVONG425.462.3427...B. JOHNSON206.571.851902.26.24...21.Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500Reviewed 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 CHECKLISTForeman's Name (printed) ___________________________________ Foreman's Signature________________________________________Company: __________________ Date ______________(CHECK BOX TO CONFIRM COMPLETION)511184962107061296N/A106381792N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AGASPROJECT PHASENotification #Order #RetirementRelocateSAP SuperiorService StubsService/MeterHP Svc/MSADis. Reg. / FTInd. MSAInd. ServiceService/MeterService/Meter4680 06/11STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYGAS MAIN INSTALLATION/RETIREMENTSOAPAIRNITROGENWATERSOAPAIRNITROGENWATERSTOP TIMESTART TIMETESTED BYTEST RESULTSPFTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928PFType/WorkManufacturerPipe SizeTypeEst LengthAct LgthTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 02/18TEST RESULTS / / / / / /Verify Testing Requirements, Chart vs GaugeGOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5INSTALL2"MPE-___48 FTJOINT2"MPE-___437 FT................Cell Phone:Project Manager Contact Information:"Locates Required""Flagging Required"Yes NoYes NoE-Mail:Manager:LEE BROWN425.417.8620Lee.Brown@pse.com60IP 132-60B. JOHNSON206.571.8519SITE PLANxx.........SIMRITDHILLON77@YAHOO.COM2" CAP EOM/WIREBOX467'E C/L & 29'S C/L______'E C/L & _____'S C/LJOINT 2" MPE-___427' @ 29'S C/L(______)' @ _____'S C/LINSTALL 2" MPE-___47' @ 269'N C/L(______)' @ _____'N C/L2" POLYVALVE/OPENW/ BOX & SUPPORT40'E C/L & 29'S C/L______'E C/L & _____'S C/L2" T.L. & T.F.17'W C/L & 269'N C/L______'W C/L & _____'N C/LSITE2" SVC TEE TIE-IN4'X6' CUT FOR TIE IN ANDWINDOW THE WATER18'W C/L & 269'N C/LOF SE 199TH ST______'W C/L & _____'N C/LOF SE 199TH ST#########STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYSOAPAIRNITROGENWATERSOAPAIRNITROGENWATERSTOP TIMESTART TIMETESTED BYTEST RESULTSPFTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928PFTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 03/10TEST RESULTS / / / / / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /GASSED UP PIPELINEPIPESEGMENTFOREMAN'SDATENAME60Verify Testing Requirements, Chart vs GaugeGOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5BEGIN JOINT MAIN30'E C/L & 29'S C/L______'E C/L & _____'S C/LJOINT 2" MPE-___10' @ 29'S C/L(______)' @ _____'S C/LCROSSING CONDUIT TABLEX-ING#LOCATIONGASPOWERXINGLENGTHASBUILTLOCATIONTYPE OF CROSSING(Feeder, Primary, Secondary, etc.)FROMTOSIZE(IN)TYPEQTYLOCATIONSIZE(IN)TYPEQTYX01'A'TR. A4401N280170( )'SCLGAS MAIN, PRIMARY4" PVC PLUG /CAPS = 24" YELLOW SCH 40 PVC = 70 FT2" SCH 80 GREY PVC = 70 FT2" PVC PLUG /CAPS = 2INSTALL 2" MPE-___1' @ 269'N C/L(______)' @ _____'N C/Loverlapping existing coating 3".Tape wrap weld jointWrapped Steel Gas MainSteelPEPE MainTransition FittingTest Lead WiresTracer WireCP Test BoxTYPICAL TEST LEAD CONNECTION FOR PE MAINNOT TO SCALECONNECTED TO WRAPPED STEEL MAINCP NOTES:NO ADDITIONAL ANODESNEEDED FOR THIS DESIGN.APPROVED AS DESIGNED.NOTIFYCORROSION TECH. @206.571.8519JOHNSONBILLMAPS & RECORD NOTE:PLEASE ADJUST THE EMERGENCY SECTIONBOUNDARY BETWEEN ES 132C & 132A.MADUENO SP WILL BE INCORPORATED INTOTHE ES 132C.GORDANA VUKOSAV10/25/21RESTORATION PER CITY OF RENTON STANDARDSMFP24001695
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrPC APPROVALL. BROWN425.417.8620.A.BTIINAS425-417-009202.23.24L. HU.02.15.22REDT # ( RW-124194 )RENTONMADUENO SHORT PLAT2" MPE-___ GAS MAIN EXTENSION - 6 S/F LOTS19805 108TH AVE SE, RENTON, WA 98055PUGET SOUND ENERGY107061296105098906N/A2 OF 2KING132CCIKNC05NW-T22N-R05E216.080216.082COMCASTTODD ZIMNY360.357.1234 LUMENAMY ALLISTON206.794.8534RIGHT OF WAYSNITA PHOMMAVONG425.462.3427...B. JOHNSON206.571.851902.26.24............EX PLAT MAP 216.082NOT TO SCALENOT TO SCALECROSS SECTION - PUBLIC ROADLOOKING EASTS43' ROWPROP. 2" MPE-_ - 29'SCLNGInspected Steel and PE pipe per GOS 2450.1400 and 2450.1500Reviewed 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 CHECKLISTForeman's Name (printed) ___________________________________ Foreman's Signature________________________________________Company: __________________ Date ______________(CHECK BOX TO CONFIRM COMPLETION)GAS SERVICE PIPE TABLEDESCRIPTIONOFACTIVITIESLOCATIONPIPEDESIGNAS-BUILTFROMTO LOTSIZE(IN)TYPELENGTH(FT)LOCATIONLENGTH(FT)EFVSIZELOCATIONREMARKSSS SINGLE2" MAIN11 1/8MPE-___10( ')ECL2600SS SINGLE2" MAIN21 1/8MPE-___10( ')ECL2600SS SINGLE2" MAIN31 1/8MPE-___10( ')ECL2600SS SINGLE2" MAIN41 1/8MPE-___10( ')ECL2600SS SINGLE2" MAIN51 1/8MPE-___10( ')WCL2600SS SINGLE2" MAIN61 1/8MPE-___10( ')WCL2600SS SINGLES =660FT 1 1/8" PE PIPE JOINT TRENCH DETAILNOTES: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)PrimaryDirt PileFinal Grade24" Min36"Min CoverOver Power48"MaxDepthFinal BackfillGas4" Sand BeddingProperty Lineintercept (depth varies).SidewalkCurbLocation of roof drain48" TypicalWidth may vary perNumber of Utilitiesand Conduits6" or 12" Min Sand ShadingOver Gas after Compaction12" MinR/W orExcavated12" TypicalPowerSecondaryPowerTV & TEL12" Min12" MinSeparation4,51,21366" or 12" Min Sand Shading Over Power after Compaction1SITENOT TO SCALECROSS SECTION - 106TH AVE SELOOKING NORTHE60' ROWWGEX 2" STW IP - 18'W4884-196342"45°42"1'45°Property Line
Road SideTop View of Mainline Trench forSingle Stubout Location4'Property Line
Road SideTop View of Mainline Trench for Pedestalor Double Stubout Location42"45°4'45°STUBOUT EXCAVATION DIMENSIONSNOT TO SCALEMFP24001695