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Home My WebLink AboutMFP22006212.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22006212 IVR Number: 22006212 Permit Information Permit Name: Puget Sound Energy Gas Permits Address/Location:11/29/2022Application Date:1463400045Parcel Number: 13609 156TH AVE SE Permit Type:01/12/2023Issue Date:Franchise Permit Work Class:01/12/2024Expiration Date:Minor Utility Job Number: 106338182Franchise Type:Natural Gas Description: PSE Gas INSTALL SS TWIN SCAT STUB 14'S & 397'W OF 156TH AVE SE, SS SINGLE SCAT STUB 14'S & 323'W OF 156TH AVE, SE SS SINGLE SCAT STUB 14'S & 253'W OF 156TH AVE SE, SS SINGLE SCAT STUB 14'S & 183'W OF 156TH AVE SE, SS SINGLE SCAT STUB 14'S & 112'W OF 156TH AVE SE. POTHOLE ALL EXISTING UTILITIES. 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 Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contractor Business License Number: 5109Construction Contractor: POTELI*227PL 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 106338182 13609 156TH AVE SE RANY BLACKIE 425-457-2614 MFP22006212 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 1/12/2023 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 1515 12 1310111212 1212156TH AVE SESE 2ND PL101011154TH AVE SE 15151212SE 2ND PL156TH AVE SE SE 2ND PLSTOP FLAGGER STOP FLAGGER W20-7AROAD WORKAHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'CENTER LANECLOSEDAHEADW9-3 W20-7A 100'100'100'ROADWORKAHEADW20-1 CENTER LANECLOSEDAHEADW9-3W20-7A100'100'100'ROADWORKAHEADW20-1STOPFLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'PLACE SIGNS ALONG WORK AREAFROM TO TOW AWAY AREA PHONE 888-9999INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK TEMPORARY TRAFFIC CONTROL PLANWORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be along SE 2nd PL betweenToledo Ave SE and 156th Ave SE.NProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV06/18/2021 106338182013609 156TH AVE SE, RENTONJohn Crofoot425-424-6658John.Crofoot@PSE.com1 OF 1Puget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658MFP22006212 86'E192'E303'W 19'W 31'N,16'W37'E,31'N 28'E 5/8" PE19905/8" PE19895/8" PE1989 2" PE IP 14'S8922432" STW IP 18'W 5641-1963 63042" STW IP 16'W 5641-1963 4" MPEI 28'E2" PE IP 14'S89224360'FLOWFLOW Owner / Developer Contact InfoofficeATTN:CEDAR RIDGE LLC15445 53RD AVE S SUITE 120TUKWILA, WA 98188LOU LARSEN206.431.7970THIS 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" = 50'105088365106338182Excavator 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-7. 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 APPROVALJ. CALLAHAN206.503.15205/5/21J.SINGLETON425-417-114912/3/18E. PASAYE.4/19/18REDT # ( RW-108935 )RENTONCEDAR RIDGESCAT STUBS - EX. 2" PE MAIN - 6 S/F LOTS13609 156TH AVE SE, RENTON, WA 98059PUGET SOUND ENERGY1063381821050883651" = 50'1 OF 1KING30CIKNC14SW-T23N-R05E208.086209.088COMCASTJAMES COHN253-569-0636CENTURYLINKKENNETH LUU206.346.0144RIGHT OF WAYAMBER YANG425.456.2774 ...N/AN/AN/A...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)505745629106338182N/AN/AN/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 06/11GAS MAIN INSTALLATION/RETIREMENTType/WorkManufacturerPipe SizeTypeEst LengthAct LgthINSTALL2"MPE-70 FTJOINT2"MPE-70 FT................Cell Phone:Project Manager Contact Information:"Locates Required""Flagging Required"Yes NoYes NoE-Mail:Manager:JESSICA CALLAHAN206.503.1520JESSICA.KIMBALL@PSE.COMN/AN/ASITE PLANxx......... 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 Compaction1LLARSEN@PACENG.COMNVicinity Map47.480922, -122.133178STOP 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'SDATENAME60IP 088-60GEX 2" PE IP - 14' S C/L892243NOT TO SCALECROSS SECTION - S.E. 2nd PLACELOOKING WESTPIPE TABLE - SERVICESDescription of LocationPipesDesignAs-BuiltActivitiesfromtoSizeTypeLengthLocationLengthEFV SeriesLocationSS SINGLE2" MAIN1 1/8MPE-740( ')WCL2,600SS SINGLE2" MAINLOT 31 1/8MPE-7402,600SS SINGLE2" MAINLOT 41 1/8MPE-7402,600SS SINGLE2" MAINLOT 51 1/8MPE-7402,600SS SINGLE2" MAIN1 1/8MPE-7402,600Total SS Single66Total 2,600 SeriesTotal 1-1/8" Pipe = 240Remarks( ')WCL( ')WCL( ')WCL( ')WCLINSTALL SS SINGLE SCAT STUB14'S C/L & 183'W C/L OF 156th AVE SE_____'S C/L & _____'W C/L OF 156th AVE SEINSTALL SS SINGLE SCAT STUB14'S C/L & 112'W C/L OF 156th AVE SE_____'S C/L & _____'W C/L OF 156th AVE SEINSTALL SS TWIN SCAT STUB14'S C/L & 397'W C/L OF 156th AVE SE_____'S C/L & _____'W C/L OF 156th AVE SEINSTALL SS SINGLE SCAT STUB14'S C/L & 323'W C/L OF 156th AVE SE_____'S C/L & _____'W C/L OF 156th AVE SEINSTALL SS SINGLE SCAT STUB14'S C/L & 253'W C/L OF 156th AVE SE_____'S C/L & _____'W C/L OF 156th AVE SESS SINGLE2" MAINLOT 61 1/8MPE-7402,600( ')WCLLOT 2LOT 1CROSSINGS CONDUIT TABLEGAS POWERLengthX-INGLocationSizeTypeQtyLocationSizeTypeQtyNO.fromto(in)schedeachN-S-E-W(in)schedeach(ft)X01"A"LOT 13SCH80165SECONDARY ONLYX02"B"LOT 43SCH80165SECONDARY ONLY130 3" SCHEDULE 80 GREY PVC (ft) 4 = Total 3" PVC Plug CapsRemarks (type of crossing)(Primary, Feeder, Secondary, St. Light, Gas only, etc.,)NO GASNO GASMFP22006212POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS