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Home My WebLink AboutMFP25003495.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003495 IVR Number: 25003495 Permit Information Permit Name: Puget Sound Energy Gas Permits Address/Location:07/09/2025Application Date:1123059021Parcel Number: 5816 NE 4TH PL Permit Type:08/06/2025Issue Date:Franchise Permit Work Class:08/06/2026Expiration Date:Major Utility Job Number: 107063195Franchise Type:Natural Gas Description: PSE Gas Crew to use equipment to trench across NE 4th Pl on west of plat entrance of Road A. Restoration to be completed to City of Renton standards. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Contact Stuart Bennett Infrasource Services LLC 1622 Eastport Plaza Dr Collinsville, IL 62234 B: (303) 419-8755 H: (425) 677-5197 C: (713) 985-6489 Contact 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 Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized 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. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 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 AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. 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.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) 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: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division 6905 S 228th St Kent, WA 98466 Please See Attached Infrasource, Inc Katie Zimmerman 7/9/2025 107063195- Cyprus Lane 5816 NE 4th PL Randy Blackie 425-457-2614 MFP25003495 Monday Friday 8:00am 3:00pm Scott Warlick CED 8/6/2025 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL •Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. •Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. •Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) 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 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 TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. •Applicant must comply with all conditions of the application. •The City 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 application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. •No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. •Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. •Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. •Applicant must have the approved TCP prior to commencing the work. •Approved TCP must be at the work site during work hours. •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. •At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. •When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. •Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. •Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. •Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. •Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH •Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. •Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. •Applicant shall 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 (5) working days (excluding weekends and holidays) prior to starting any work. •Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES •Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. •Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. •If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) •Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES •All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). •Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 •Road closure notice messages must include at least the following: ROAD WILL BE CLOSED MONTH/DAY – MONTH/DAY _AM - _PM •Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. •Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS •Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION •Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING •Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. •Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. •Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK •Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8)for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. •City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 •Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. •Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. •The following configurations may require night work: Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur. Work at traffic signals that requires shifting two directions of traffic into left turn pockets. Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection. Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. •If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT •TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. •Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. •TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. •TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of: Map(s) showing the location of the project and work area. All fonts shall be legible and a minimum 10-point font size. All symbols of viewing or printing shall be clear and contrasting. All streets shall be labeled, and layout must include a north arrow and scale. Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc. Show locations where the standard traffic control plans are applied. NILE PL NE (PVT RD)NILE PL NE (PVT RD)NE 4TH PLNE 4TH PLNE 4TH PLORCAS PL NE PASCO PL NE 1515999 9 13 13 13 13 16 161010 1111STOP STO P STOP FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLESPACE FOR SIGNSS/WCLOSEDR9-9S/WCLOSEDR9-9FLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS TO ESCORT PEDESTRIANSAROUND/THRU WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com1 OF 25816 NE 4th Pl, Renton0 51070190507/08/2025Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPTRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386 NILE PL NE (PVT RD)NILE PL NE (PVT RD)NE 4TH PLNE 4TH PLNE 4TH PLORCAS PL NE PASCO PL NE 1515999 9 13 13 13 13 16 161010 1111STOP STOP STOP FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLESPACE FOR SIGNSW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com2 OF 25816 NE 4th Pl, Renton0 51070190507/08/2025Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPTRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040 0+001+002+001000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1006+56 13 TR. A STORM/ OP. SP. 1 2 3 14 NE 4TH PL NILE PL NEORCAS PL NENILE AVE NE2" STW IP 10'W3119-19612" STW IP 10'W3119-19612" MPE IP 11'E107011315-2002 JT2" MPE IP 20'W107012836-20022" MPE IP 14'W107017819-2005 JT2" MPE IP 20'S 107012836-2002 JT 2" MPE IP 10'W107012836-20022" MPE IP 20'S 107012836-2002 JT 2" MPE IP 28'S 107011315-2002 JT 2" MPE IP 28'S 107011315-2002 JT 18'E,33' N ROP E S 28'E, 19' N 26'N,22' E BEGI N J T 28'E172'E,20'S164'E234'E, 14' S ROP E S 14W, 41' S 171'S214'S197'S10'E33'S 8'WUNSET6'W194'N2" MPE IP 18'E107015791-2003 JT5/8" MPEI2006-E5904 17'WSE 128TH ST PASCO PLACE NEFLOW 53'43'42'43'60' 'A'ROAD AOwner / Developer Contact Info officeATTN: TUSCANY CONSTRUCTION, LLC PO BOX 2170 RENTON, WA 98056 ROBERT WENZL 206.714.6707 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" = 50'105104420107063195Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two working days prior to construction. 1-800-424-5555 Notify appropriate permitting agency prior to job start (see permit requirements). Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosion and Sediment Control and any additional local jurisdiction requirements. Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the appropriate Engineer/Project Manager. Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities. Check box on report for wire box (Test Lead) installation. Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating Standard 2525.2500. To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on this design, unless approved by the appropriate Engineer/Project Manager. System MAOP denoted by System MAOP = 60 PSIG Install Main Valves out of traffic where possible. Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed. Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas Operating Standards 2525.1200 and 2525.2300. If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ . Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas Field Procedures Manual 0812 and 0813. Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400. Unless otherwise noted: All pipes installed in plat to be 2" MPE-___. All crossings to be Yellow 4" PVC. All Services to be 1-1/8" PE. / denotes service stub location. (________') denotes footage between fittings. Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas Operating Standards 2525.1500, 2525.1600 and 2525.1700. Note all recordable footages, locations and material changes on the as-built in red. Upon completion of the project send the print copy, along with the completed work order, listing crew & actual materials used to the appropriate design group. On site pre-con required before start of job. At symbol: install natural gas main piping and fixtures. Size as indicated on tables and work sketch (gas main is to parallel power system unless otherwise shown on work sketch). Inclement weather conditions may cause delays in construction times and dates. 19. 20. 18. 16. 17. 15. 14. 13. 6. 9. 11. 12. 10. 8. 7. 3. 5. 4. 2. 1. DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE ELEC Order Number SAP Sup Order Nbr PC APPROVAL R. BLACKIE 425.457.2614 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 2" MPE-___ GAS MAIN EXT. - 14 S/F LOTS, (1) SCAT STUB 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY 107063195 105104420 1" = 50'1 OF 2 KING 088A CIKNC 11SW-T23N-R05E 204.086 207.088 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . B. JOHNSON 206.571.8519 . ... 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) 510701905 107063195 N/A 106395586 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-___61 FT JOINT 2"MPE-___971 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 088-60 B. JOHNSON 206.571.8519 SITE PLAN xx INSTALL 2" = 61 FT JOINT 2" = 971 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 BOB@TUSCANYWA.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 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 = 90 N Vicinity Map 47.4892, -122,1410 SITE CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 'A'TR. A 4 40 1 W 2 DB120 2 65 ( )'WCL - GAS MAIN, PRIMARY X02 TR. A LOT 1 4 40 1 S 2 DB120 1 65 ( )'NCL - GAS MAIN, PRIMARY X03 LOT 2 LOT 14 2 40 1 S 3 DB120 2 65 ( )'NCL - GAS SERVICE, SECONDARY X04 LOT 4 LOT 12 2 40 1 S 3 DB120 1 65 ( )'SCL - GAS SERVICE, SECONDARY X05 LOT 4 LOT 5 4 40 1 W 2 DB120 1 35 ( )'ECL - GAS MAIN, PRIMARY X06 LOT 10 LOT 8 4 40 1 N 2 DB120 1 65 ( )'NCL - GAS MAIN, PRIMARY 3 DB120 1 - SECONDARY X07 LOT 5 LOT 4 2 40 1 W 3 DB120 1 35 ( )'ECL - GAS SERVICE, SECONDARY X08 'B''C'3 DB120 1 25 ( )'ECL - SECONDARY 2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 165 FT 2" DB120 GREY PVC = 295 FT 2" PVC PLUG /CAPS = 10 4" PVC PLUG /CAPS = 8 4" YELLOW SCH 40 PVC = 230 FT 3" DB120 GREY PVC = 320 FT 3" PVC PLUG /CAPS = 12 MATCHLINE A-A (SEE PAGE 2) 2" HVTT TIE-IN 20'S C/L & 29'W C/L ______'S C/L & _____'W C/L INSTALL 2" MPE-___ 61' @ 29'W C/L (______)' @ _____'W C/L 2" POLYVALVE/OPEN W/ BOX & SUPPORT AND BEGIN JOINT MAIN 41'N C/L & 29'W C/L ______'N C/L & _____'W C/L JOINT 2" MPE-___ 11' @ 29'W C/L (______)' @ _____'W C/L 2" 90° ELBOW 52'N C/L & 29'W C/L ______'N C/L & _____'W C/L JOINT 2" MPE-___ 58' @ 52'N C/L (______)' @ _____'N C/L 2" 90° ELBOW 52'N C/L & 29'E C/L ______'N C/L & _____'E C/L JOINT 2" MPE-___ 288' @ 29'E C/L (______)' @ _____'E C/L Advisory only: Service shall be wholly on the parcel it serves or within an easement RESTORATION PER CITY OF RENTON STANDARDS 3+004+00 5 + 0 06+007+008+003+360+00 1+00 2+003+000+001+002+003+004+008 4 10 TR. D OPEN SPACE 12 9 TR. E STORM 11 6 7 5 ALLEY (PUBLIC)PASCO PLACE NE1/2" STW-U 1967535 404'S 490'S N PLFLOW2" STW IP 25'W3119-19612" STW IP 25'W3119-19615/8" PE 1991556'S 819'N3/4" STW-U 1964 106380268 385'N2" STW IP 10'W3119-19612" STW IP 10'W3119-19612" STW IP 10'W3119-19612" MPE IP 12'N 107022998-2015 JT 517 588'N 10'W9'W273'E ORCAS PL NEFLOWTYPICAL PSE EASEMENT ELECONLY510 60'53'60' 24' 'C' '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) 1" = 50' 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 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 2" MPE-___ GAS MAIN EXT. - 14 S/F LOTS, (1) SCAT STUB 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY 107063195 105104420 1" = 50'2 OF 2 KING 088A CIKNC 11SW-T23N-R05E 204.086 207.088 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . B. JOHNSON 206.571.8519 . ... SITE PLAN ... ... ... GAS SERVICE PIPE TABLE DESCRIPTION OF ACTIVITIES LOCATION PIPE DESIGN AS-BUILT FROM TO LOT SIZE (IN)TYPE LENGTH (FT)LOCATION LENGTH (FT) EFV SIZE LOCATION REMARKS SS SINGLE 2" MAIN 1 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 2 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 3 1 1/8 MPE-___10 ( ')WCL 2600 LS SINGLE 2" MAIN 4 1 1/8 MPE-___35 ( ')WCL 2600 SS SINGLE 2" MAIN 5 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 6 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 7 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 8 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 9 1 1/8 MPE-___10 ( ')WCL 2600 SS SINGLE 2" MAIN 10 1 1/8 MPE-___10 ( ')WCL 2600 LS SINGLE 2" MAIN 11 1 1/8 MPE-___60 ( ')NCL 2600 LS SINGLE 2" MAIN 12 1 1/8 MPE-___65 ( ')NCL 2600 LS TWIN 2" MAIN 13 & 14 1 1/8 MPE-___65 ( ')WCL 2600 SS SINGLES =9 315 FT 1 1/8" PE PIPE LS SINGLES =3 LS TWIN =1 EX PLAT MAP 207.088 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) MATCHLINE A-A (SEE PAGE 1) SITE S 43' ROW N GEX 2" MPE IP - 20'S 107012836-2002 JT NOT TO SCALE CROSS SECTION - NE 4TH PL LOOKING EAST NOT TO SCALE CROSS SECTION - ROAD A LOOKING NORTH & WEST E & N 53' ROW PROP. 2" MPE IP - 29'ECL TO 29'NCL W & S PROP. 2" MPE IP - 29'WCL GG S & E PROP. 2" PE IP - 12'N TO 14'E G N & W 20-24' ALLEY NOT TO SCALE CROSS SECTION - ALLEY (PUBLIC) LOOKING EAST & NORTH 2" INLINE TEE 11'N C/L & 29'E C/L ______'N C/L & _____'E C/L JOINT 2" MPE-___ 273' @ 12'N C/L TO 14'W C/L (______)' @ _____'N C/L TO _____'W C/L 2" CAP EOM/WIREBOX 178'N C/L & 14'W C/L ______'N C/L & _____'W C/L JOINT 2" MPE-___ 192' @ 29'E C/L (______)' @ _____'E C/L 2" 90° ELBOW 203'N C/L & 29'E C/L ______'N C/L & _____'E C/L JOINT 2" MPE-___ 58' @ 203'N C/L (______)' @ _____'N C/L 2" 90° ELBOW 203'N C/L & 29'W C/L ______'N C/L & _____'W C/L JOINT 2" MPE-___ 91' @ 29'W C/L (______)' @ _____'W C/L 2" CAP EOM/WIREBOX 294'N C/L & 29'W C/L ______'N C/L & _____'W C/L