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Home My WebLink AboutMFP25006303.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25006303 IVR Number: 25006303 Permit Information Permit Name: Puget Sound Energy Gas Permits 109152470Address/Location:12/09/2025Application Date:0823059030Parcel Number: 618 PARK AVE N Permit Type:04/16/2026Issue Date:Franchise Permit Work Class:04/16/2027Expiration Date:Major Utility Job Number: 109152470Franchise Type:Natural Gas Description: PSE Gas Crew to Install 1423' of 2" PE gas main and 1' of 2" STW gas main in ROW to retire 2 HP gas services and replace with IP gas services. All restoration to be completed to city 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 Devin Boblitt INFRASOURCE SERVICES 14103 Steward Rd Sumner, WA 98390 C: (206) 550-3293Contact 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 12/9/2025 109152470 618 Park Ave N Jocelyn Means 206-305-8570 MFP25006303 Monday Friday 3:00pm Scott Warlick CED 4/16/2026 9:00am 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. N 6TH ST WE L L S AV E N ONLY18 ON E W A Y POLICEUPO PA R K A V E N LE F T KE E P R4 - 8 B 11 11 11 11 11 X'≥ W1-4L ARRW-BRD W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5RW4-2R X'≥X'≥X'≥X'≥ 11 11 11 11 11 W2 0 - 1 ROADWORK AHEAD BEPREPARED TOSTOP W3 - 4X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-7A KE E P R4 - 7 B RI G H T 11 11 11 11 11 PE L L Y AV E N 18 18 W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD ONLY R3-5R W20-1 RO A D WO R K AH E A D CE N T E R L A N E CL O S E D AH E A D W9-3 X'≥X'≥X'≥ W20-7A 11 11 11 11 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 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 Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 1 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TRENCH 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor:Jamal I. Collins Card No. 013375 Card Exp. 10/2026 Kali-Jamal.Collins@pse.com (425)424-6425 N 6TH ST WE L L S AV E N ONLY18 ON E W A Y POLICEUPO PA R K A V E N 11 11 11 11 11 ARRW-BRD W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5RW4-2R X'≥X'≥X'≥X'≥ 11 11 11 11 11 W2 0 - 1 ROADWORK AHEAD BEPREPARED TOSTOP W3 - 4X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD BE PREPARED TO STOP W3 - 4 X'≥ X' ≥ X'≥ W2 0 - 7 A W20-7A W20-1 RO A D WO R K AH E A D CE N T E R L A N E CL O S E D AH E A D W9-3 X'≥X'≥X'≥ 11 11 11 11 11 PE L L Y AV E N 18 18 W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD W20-7A 11 11 11 11 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 2 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TRENCH 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor:Jamal I. Collins Card No. 013375 Card Exp. 10/2026 Kali-Jamal.Collins@pse.com (425)424-6425 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 POLICEUPO PA R K A V E N ARRW-BRD LEFT KEEP R4-8B ARRW-BRD W2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSED AHEADW2 0 - 5 R W4 - 2 R X' ≥ X' ≥ X'≥ X' ≥ W2 0 - 7 A W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A 11 11 11 11 11 W2 0 - 1 ROAD WORKAHEAD BEPREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A 11 11 11 11 11 W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5RW4-2R X'≥X'≥X'≥X'≥ W20-7A 11 11 11 11 C/W CLOSEDR9 - 3 C/ W CL O S E D R9-3 11 11 11 11 X'≥ W1 - 4 L USE MAXIMUM AVAILABLE SPACE FOR SIGNS N 6TH ST PLACE SIGN AT INTERSECTION OF N 8TH ST & GARDEN AVE N CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 DETOURM4 - 9 B DE T O U R M4-9B RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE PLACE SIGN AT INTERSECTION OF N 6TH ST & LOGAN AVE N CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 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 Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 3 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 PA R K A V E N STOP POLICEUPO POLICEUPO R11-2 STREETCLOSED ARRW-BRD 18 18 W2 0 - 1 ROADWORKAHEAD W2 0 - 1 ROADWORKAHEAD LEFT LANE CLOSEDAHEAD W2 0 - 5 L W4 - 2 L X'≥ X' ≥ X'≥ X' ≥ W2 0 - 7 A 11 11 11 11 ARRW-BRD ARRW-BRD W2 0 - 1 ROADWORKAHEAD RIGHT LANE CLOSEDAHEAD W2 0 - 5 R W4 - 2 R X' ≥ X' ≥ X'≥ X'≥ W2 0 - 7 A 11 11 11 11 W20-1 RO A D WO R K AH E A D LE F T L A N E CL O S E D AH E A D W20-5L W4-2L X'≥X'≥X'≥X'≥ W20-7A KE E P R4 - 7 B RIG H T 11 11 11 11 11 BU S ST O P CLOSE BUS STOP. COORDINATE WITH METRO FOR CLOSURE. CUSTOMER OUTREACH TO INFORM RESIDENTS OF ROAD CLOSURE PRIOR TO WORK START. CREW TO FACILITATE EMERGENCY VEHICLES ACCESS WHEN NEEDED. DETOUR ROUTE ON SHEET 11. C/W CLOSEDR9 - 3 C/W CL O S E D R9-3 C/ W CL O S E D R9-3 MA T C H L I N E N 6TH ST GA R D E N A V E N STOP X'≥ W20-7A W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5R X'≥X'≥ 12 12 12 12 12 12 MA T C H L I N E N 6TH ST PE L L Y AV E N DETOUR M4 - 9 B DE T O U R M4-9B DE T O U R M4-9B PLACE SIGN AT INTERSECTION OF N 8TH ST & GARDEN AVE N CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 CR O S S H E R E S/W C L O S E D AH E A D R9-11 ONLYR3-5R W2 0 - 1 ROADWORKAHEAD LEFT LANECLOSEDAHEAD W2 0 - 5 L X' ≥ X' ≥ X'≥ W2 0 - 1 ROADWORKAHEAD LEFT LANE CLOSEDAHEAD W2 0 - 5 L X' ≥ X' ≥ X'≥ BEPREPAREDTOSTOP W3 - 4 BE PREPAREDTOSTOP W3 - 4 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 4 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 ARRW-BRD W2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSEDAHEAD W2 0 - 5 R W4 - 2 R X' ≥ X' ≥ X'≥ X'≥ DETOUR AHEAD W2 0 - 2 ONLY R3-5R1818W2 0 - 1 ROAD WORK AHEAD W20-1 RO A D WO R K AH E A D LE F T L A N E CL O S E D AH E A D W20-5L X'≥X'≥X'≥ 11 11 11 11 11 DE T O U R AH E A D W20-2 11 11 11 11 11 11 11 11 R11-2 STREETCLOSED R11-2 STREETCLOSED S/W CLOSEDR9 - 9 S/W CLOSED R9 - 9 CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 PA R K A V E N W2 0 - 1 ROAD WORK AHEAD 11 11 11 11 N 6TH ST W20-3 RO A D CL O S E D AH E A D DE T O U R AH E A D W20-2 X'≥X'≥ CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 PLACE SIGN AT INTERSECTION OF N 8TH ST & PARK AVE N BU S ST O P CUSTOMER OUTREACH TO INFORM RESIDENTS OF ROAD CLOSURE PRIOR TO WORK START. CREW TO FACILITATE EMERGENCY VEHICLES ACCESS WHEN NEEDED. DETOUR ROUTE ON SHEET 11. PE L L Y AV E N CLOSE BUS STOP. COORDINATE WITH METRO FOR CLOSURE. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 5 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 street will need to be opened back up at end of work day. closure's lasting longer then 24 hours will require council approval N 6TH ST GA R D E N AV E N PA R K A V E N W2 0 - 1 ROAD WORKAHEAD W2 0 - 1 ROADWORK AHEAD 11 11 11 11 11 11 11 11 11 11 LE F T KE E P R4 - 8 B PE L L Y AV E N 18 18 W2 0 - 1 ROAD WORK AHEAD 11 11 11 11 11 W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ CE N T E R L A N E CL O S E D AH E A D W9-3 TH R U TR A F F I C ME R G E RIG H T W4-7R 12 12 12 12 12 12 W2 0 - 1 ROAD WORKAHEAD W2 0 - 1 ROAD WORK AHEAD ONLY R3-5RONLY R3-5R ONLY R3-5R ONLY R3-5R ONLY R3-5R ONLY R3-5R Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 6 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TRENCH 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor:Jamal I. Collins Card No. 013375 Card Exp. 10/2026 Kali-Jamal.Collins@pse.com (425)424-6425 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 POLICEUPO GA R D E N A V E N W2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSED AHEADW2 0 - 5 R X' ≥ X' ≥ X'≥ W2 0 - 7 A 21 12 LEFT KEEP R4-8B STOP W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A ARRW-BRD W20-1 RO A D WO R K AH E A D LE F T L A N E CL O S E D AH E A D W20-5L W4-2L X'≥X'≥X'≥X'≥ W20-7A KEEP R4-7B RIGHT KEEP R4-7B RIGHT W2 0 - 1 ROAD WORK AHEAD CENTER LANECLOSED AHEAD W9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A 12 12 12 11 11 11 11 C/W CLOSEDR9 - 3 DETOURM4 - 9 B C/W CLOSEDR9 - 3 DETOURM4 - 9 B Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 7 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 POLICEUPO ARRW-BRD CO N E TO P P E R C/ W CL O S E D R9-3 C/ W CL O S E D R9-3 C/W CLOSEDR9 - 3 LE F T KE E P R4 - 8 B X'≥ W1-4L W2 0 - 1 ROAD WORK AHEAD CENTER LANECLOSED AHEAD W9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A 12 12 12 KEEP R4-7B RIGHT KEEP R4-7B RIGHT STOP G A R D E N A V E N W2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSED AHEADW2 0 - 5 R X' ≥ X' ≥ X'≥ W2 0 - 7 A 21 12 W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A LEFT KEEP R4-8B MA T C H L I N E P A R K A V E N W20-1 RO A D WO R K AH E A D RI G H T L A N E CL O S E D AH E A D W20-5R W4-2R X'≥X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 MA T C H L I N E N 6TH ST N 6TH ST CR O S S H E R E S/ W C L O S E D AH E A D R9-11 DETOURM4 - 9 B DE T O U R M4-9B PLACE SIGN AT INTERSECTION OF N 4TH ST & GARDEN AVE N CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 8 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 POLICEUPO ARRW-BRD KEEP R4-7B RIGHT STOP W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSEDAHEAD W9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A 12 12 12 G A R D E N A V E N W2 0 - 1 ROAD WORK AHEAD LEFT LANE CLOSED AHEAD W2 0 - 5 L X' ≥ X' ≥ X'≥ W2 0 - 7 A 21 12 KEEP R4-7B RIGHT KEEP R4-7B RIGHT W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A LE F T KE E P R4 - 8 B X'≥ W1-4L CO N E TO P P E R C/ W CL O S E D R9-3 C/ W CL O S E D R9-3 P A R K A V E N W20-1 RO A D WO R K AH E A D RI G H T L A N E CL O S E D AH E A D W20-5R W4-2R X'≥X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 MA T C H L I N E MA T C H L I N E N 6TH ST N 6TH ST Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 9 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 POLICEUPO G A R D E N A V E N STOP 11 11 11 11 W2 0 - 1 ROAD WORK AHEAD LEFT LANE CLOSEDAHEAD W2 0 - 5 L X' ≥ X' ≥ X'≥ W2 0 - 7 A 21 12 KEEP R4-7B RIGHT KEEP R4-7B RIGHT W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEAD CENTER LANECLOSEDAHEAD W9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A KEEP R4-7B RIGHT 12 12 12 S/W CLOSEDR9 - 9 S/W CLOSED R9 - 9 CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 CROSS HERE S/W CLOSEDAHEAD R9 - 1 1 PLACE SIGN AT INTERSECTION OF N 4TH ST & GARDEN AVE N N 6TH ST Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 10 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 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 flaggers 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'. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 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 DE T O U R M4-9L DE T O U R M9-4R DETOUR M4 - 9 L DETOUR M9 - 4 R WORK AREA ON SHEET 4 & 5 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 11 OF 11618 Park Ave N, Renton, WA 1 11967018 03/30/2026 TEMPORARY TRAFFIC CONTROL PLAN DETOUR MAP Puget Sound EnergyTraffic Control Supervisor:Jamal I. Collins Card No. 013375 Card Exp. 10/2026 Kali-Jamal.Collins@pse.com (425)424-6425 N 900 Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 109156812 SVC 108652474 MAIN GAS PROJECT PHASE Notification #Order # Retire Main Retire Svc's SAP Superior Service/Meter Service/Meter HP Svc/MSA Dis. Reg. / FT Ind. MSA Ind. Service Service/Meter Service/Meter PLOT PLAN SCALE: 1" = 80'-0" LEGEND FIELD NOTES: FIELD DESIGNER: CELL: EMAIL: CONSTRUCTION QUESTIONS: PROJECT CONTACT INFORMATION: CONST MANAGER: CELL: EMAIL: PROJ MANAGER: CELL: EMAIL: FOR MAIN DESIGNS REALIGNMENTS - FIELD DESIGNER SHALL BE CONTACTED: BILLING QUESTIONS: 206-913-7100 NAVJOT DHESI navjot.dhesi@pse.com 206-255-4824 STEVE MELLINGER steve.mellinger@pse.com 206-305-8570 JOCELYN MEANS jocelyn.means@pse.com SAP BATCH YEAR & FOOTAGE ACTUAL LENGTH OF RETIREMENT MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT SIZE OF RETIRED MAIN Cell Phone: "Locates Required" "Flagging Required" Yes No Yes No E-Mail: Manager: Project Manager Contact Information: JOCELYN MEANS 206-305-8570 jocelyn.means@pse.com 10 9 1 5 2 4 7 0 HOLE HOG/BORE TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END BP21 START BP22 END BP23 START BP24 END 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 GASSED UP PIPELINE PIPE SEGMENT FOREMAN'SDATENAME ARTERIAL-INSTALL 2"MPE 787' ARTERIAL-INSTALL 2"STEEL 1' INSTALL 2"MPE 636' RETIRE 2"STEEL 125' 60 45 PSIG 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 PUGET SOUND ENERGY 109152470 109152470 AS NOTED 1/6 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10915247011967018 STANDARD GAS CONSTRUCTION NOTES: 1.FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811 2.NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS). 3.ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4.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. 5.NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6.ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7.COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. 9.INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX. 10.TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11.SYSTEM MAOP DENOTED BY: SYSTEM MAOP = 45 PSIG 12.GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13.RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14.PURGE POINTS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400. 15.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400. 16.IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. ____B.JOHNSON__________________________, PHONE___206-571-8519___________. 17.NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES FOOTAGE BETWEEN FITTINGS. 18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL INFORMATION ON D-4 CARD) STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 1.NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED OUTAGE. 2.INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS OPERATING STANDARD 2525.2300. 3.MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300. 4.INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND PSE GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS. 5.INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PER PSE GAS OPERATING STANDARD 2550.1600. 6.REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS. 7.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400 AND PSE GAS FIELD PROCEDURE 4700.1500. 8.PROJECT MANAGER TO MAKE AN ACTIVE SERVICE RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. 9.INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARD 2525.2100. 10.PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS 2525.2100 AND 2525.3600. 11.REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED. 12.INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700. 13.REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300. 14.REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985. 15.ACTIVE SERVICES TO BE REPLACED DENOTED BY: 16.MAINS AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2525.1200. 17. PIPE SQUEEZING SHALL BE DONE IN ACCORDANCE WITH GOS 2525.1200 AND GAS FIELD PROCEDURES 4700.1300 AND 4700.1310. 18.WHEN INSTALLING, DEACTIVATING, REPAIRING, OR OTHERWISE MODIFYING A PIPELINE THAT IS LOCATED WITHIN 200 FEET OF ANY ACTIVE REGULATING STATION, PRESSURE RELIEF AND LIMITING DEVICE, OR SINGLE SERVICE FARM TAP WHERE GAS SYSTEM ENGINEERING REVIEW AND APPROVAL IS REQUIRED PER GAS OPERATING STANDARDS. SEE REVIEW DOCUMENTS, PROVIDED BY ENGINEERING. 19.FIELD TO VERIFY THAT ALL PROPER SERVICE ACTIONS (FOLLOWING THE KEY TO SERVICE ACTION LEGEND) HAVE BEEN ACCOUNTED FOR PER THE "SERVICE CHECKLIST". IF A RISER IS FOUND IN THE FIELD AND WASN'T ACCOUNTED FOR, FIELD PERSONNEL SHALL CONFIRM WHETHER THE RISER IS AN ABANDONED OR IDLE RISER: 19.1 IF IT IS AN ABANDONED RISER, CONTACT THE POINT DESK TO REQUEST GFR TO REMOVE IT. 19.2 IF IT IS AN IDLE RISER, REPORT THE RISER TO THE PROJECT MANAGER SO THAT THE PROJECT MANAGER MAY CONFIRM WITH THE CUSTOMER WHETHER THEY WOULD LIKE TO KEEP THE SERVICE AND RISER. THE PROJECT MANAGER MAY INSTRUCT TO TEST AND TIE THE SERVICE IF THE CUSTOMER WANTS GAS OR DOESN'T PROVIDE PSE A RESPONSE IN A TIMELY MANNER. ### 1.ALL DUPONT AND STW PIPES SHALL BE RETIRED PER SCOPE OF WORK. 2.NOTIFY PROJECT MANAGER IF ADDITIONAL DUPONT AND/OR STW MATERIALS ARE FOUND DURING CONSTRUCTION, INCLUDING AT OR BEYOND THE CONNECTION POINTS. ### T&T ### KEY TO SERVICE ACTION T&T C&C RWM ### ### ### ### METHOD OF CONSTRUCTION 108651133 N 6TH ST (ARTERIAL) N 6TH ST GA R D E N A V E N PA R K A V E N (A R T E R I A L ) SHEET 3 SHEET 4 PE L L Y A V E N SHEET 5 SH E E T 6 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) 4680 06/11 This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR RESTORATION PER CITY OF RENTON STANDARDS Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 10 9 1 5 2 4 7 0 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) 4680 06/11 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 PUGET SOUND ENERGY 109152470 109152470 AS NOTED 2/6 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 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 OPERATIONS MAP SCALE: NONE WORK SITE x x x xxxxxx x xxxx xxxxxxxxxxx x x x x x x x G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO P P P P P P P P P P P P P P P P P P P P PWW W W W W W W WW W W W W UT UT UT UT UT UT UT UT UT P P P P P 1 3/4" BRASS CAP IN CONC MONUMENT IN CASE -0.6' BELOW GRADE N=182517.21 E=1301451.53 12" DI SDMH RIM=31.43 15" CONC E, W (CENTER OF CHANNEL=23.6) 12" CONC N IE=23.7 8" CONC SW IE=24.9 CB (SOLID LID) RIM=31.10 8" CONC N IE=28.0 8" CONC S IE=28.1 8" CONC E IE=28.1 CB RIM=30.56 8" CONC S IE=27.9 SDMH RIM=32.36 24" CONC S IE=22.9 CB RIM=30.35 8" CONC N IE=28.2 CB (SOLID LID) RIM=30.35 8" CONC S, W IE=27.9 CB (SOLID LID) CB RIM=30.39 8" CONC N, S, E IE=27.6 CB RIM=29.82 8" CONC N IE=27.9 SDMH RIM=30.87 12" CONC N IE=22.5 6" DI S IE=24.1 15" CONC W IE=22.0 15" CONC E IE=22.2 CB RIM=29.76 6" PVC S IE=28.341 SSMH RIM=30.87 24" CONC E, W (CENTER OF CHANNEL=20.2) 8" PVC NE IE=21.8 8" PVC S IE=21.4 SSMH RIM=31.44 2" DI N IE=27.3 8" CONC S IE=26.9 SD SD SD SD 24" CONC 15" CONC SS SS SS SS SS SS SD SD SD CB (SOLID LID) RIM=30.72 8" CONC W IE=28.1 8" CONC S IE=28.2 SD SDMH RIM=30.92 24" CONC E IE=21.1 24" CONC W IE=21.0 8" CONC S IE=25.9 SS SS SS SS 24" CONC 24" CONC 24" CONC 15" CONC 15" CONC SD SS SS SS SS SS SS SD SD SD SD SD SD SD SD 24 " C O N C G G G G G G G 12" DI 12 " D I 8" DI 12" DI GATE GATE 6" D I 6" D I 6" D I CONC SIGN P GV UNLOCATABLE WATER P UNLOCATABLE WATER IN THIS AREA 0886610040 830 N 6TH ST 0823059209 800 PARK AVE N 0886610040 830 N 6TH ST 7224500065 547 PELLY AVE N 2570210000 544 WELLS AVE N R/W R/W 42 ' 30 ' R/W R/W 42 ' 30 ' R/W R/W 42 ' 30 ' R/ W R/ W 12'R/ W R/ W 30'R/ W R/ W30' 30'30' G G G G G G G G G G(R ) G( R ) 1 1/ 4 " P E - B W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T TGV 6' MF 6' MF6' MF 3. 5 ' W D F 3' WDF 4' CLF CW EC C ROCK ASPH PARKING LOT CW PA EP CW CW CG CG CG CW GR A S S PA PA 6' MF 4' C L F ASPH DW CONC 6' WDF CW CW CG CW CG GRASS GR A S S CW CW CW GVL ASPH DW ASPH DW EC C EP GVL GVLGVL ECC ECC EC CEC C PA ASPH DW CG CG CG CG CW 4' C L F ASPH ASPH ASPH PARKING LOT ECC EC C EC C WM WV W W W WV WV WM WM WM WV WV WV WV PEPB P EPB P EPB P EPB 7224500075 540 WELLS AVE N 72 2 4 5 0 0 0 6 5 54 7 P E L L Y A V E N D D D D D S S S S 2" STW IP 19'N 6571-1964 2" P E - B I P 1 6 ' W 77 E 1 7 5 - 1 9 7 7 2" PE-A IP 29'S 852492-1985 1 1/ 4 " P E - B I P 9 7 ' E 197 7 5/ 8 " M P E I P 4 0 ' E 19 9 8 26'S 16 ' W 44'S (____') RWM (____) 830 2" S T W I P 1 6 ' W 77 E 1 7 5 - 1 9 7 7 WE L L S A V E N IP G A S F L O W PE L L Y A V E N 6" STW HP 15'N 5374-1963 IP GAS FLOW N 6TH ST (ARTERIAL) 900 97 ' E 10 0 ' E 1 1 / 4 " P E - B I P 9 7 ' E 19 7 7 / // / / / / / / / / / // /////// / / / / /// // / / / / / / //////////////////////////////////////////////////////////////////////// // / / / // / / / /// / / /// / / / // / / / /// / / / // / // // / / / / // / // / / / // / / / // / / / /// / / / // / // // / // // / / / / // / // // / / / / /////////////////////////////////////////////////////////////////////////////// ///////////////////// (_ _ _ _ ' ) (_ _ _ _ ' ) (_ _ _ _ ' ) 2" STW IP 19'N 6571-1964 2" STW IP 19'N 6571-1964IP GAS FLOW IP GAS FLOW 1 1 / 4 " P E - B I P 9 7 ' E 19 7 7 / / / // / // // / / / / // /// / / / // / // // / / / /// // / / / / // // / / / / / / /// // / / / // / // / / / // / / / / // / / / // / / / / / / /// // / // / / / // / / / / / / / / / // / // // / / / / / / // / // / // / / / // / / / / / / ////////////////////////////////////////////////////////////////////// ////////////// Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 10 9 1 5 2 4 7 0 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) 4680 06/11 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 PUGET SOUND ENERGY 109152470 109152470 AS NOTED 3/6 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 MA T C H L I N E A - A SH E E T 4 PLOT PLAN SCALE: 1" = 20'-0" Scale: NTS TIE IN DETAIL1 MATCHLINE B-B THIS SHEET RIGHT MATCHLINE B-B THIS SHEET LEFT ASPH PARKING LOT xx x x x x x x x x x x x x x x x x x x x x P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P xxxxxxxx G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO P P P P W W W W W UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT U T U T G G W W FO FO FO FO FO P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 0823059019 601 PARK AVE N CB RIM=30.83 6" PVC N, S IE=27.8 CB RIM=30.36 6" PVC N IE=28.36 12" CPP SE IE=28.8 CB RIM=30.26 12" CPP N, S IE=23.9 12" CPP W IE=24.2 CB RIM=30.65 12" CPP NW IE=29.1 CB RIM=30.88 12" CPP N, E IE=24.9 6" DI IE=28.8 CB RIM=30.93 8" CONC S IE=28.3 6"CONC W IE=28.8 (POSSIBLY CAPPED) CB RIM=30.86 12" CPP S IE=28.6 SDMH RIM=31.92 24" CONC E, W IE=21.8 CB RIM=31.01 4" PVC S IE=29.2 CB RIM=30.48 12" CPP N IE=22.8 18"DI S IE=22.6 SDMH RIM=31.39 24" CONC E, W IE=21.6 18" DI N IE=22.6 12" CPP SW IE=26.4 12" CMP S IE=22.5 CB (SOLID LID) SDMH RIM=31.56 24" CONC W IE=21.4 24" CONC E IE=21.5 12" CPP N IE=28.3 12" CPP S IE=24.6 CB RIM=31.15 2" IP W IE=30.4 CB RIM=31.30 12" CPP N IE=28.3 SDMH RIM=31.31 24" CONC E, W IE=21.4 24" CONC N IE=22.1 SDMH RIM=31.43 15" CONC E, W (CENTER OF CHANNEL=23.6) 12" CONC N IE=23.7 8" CONC SW IE=24.9 SSMH RIM=31.29 24" CONC E,W (CENTER OF CHANNEL=20.3) SSMH RIM=31.33 SDMH RIM=31.48 15" CONC E, W (CENTER OF CHANNEL=23.7) 6" CONC NE IE=25.5 SSMH RIM=31.78 6" DI N IE=28.3 8" CONC E IE=27.1 (POSSIBLY ABANDONED) P 24" CONC P 24" CONC 24 " C O N C SS SS SD SD SD 24" CONC SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD 24" CONC SD SS SS SS 24" CONC 24" CONC 24" CONC SD SD SD SD SD SD SD SD SD SS SS 12" DI 12" DI 12" DI 16 " D I W A T E R M A I N E C B UC P UC BRICK INLAY 12 " D I P P P P P COVERED BUSS SHELTER TREE WELL W W UNLOCATABLE WATER IN THIS AREA ECO-BLOCK WALL UNLOCATABLE WATER 15" CONC 15" CONC 24" CONC SD CB RIM=31.01 5" CONC E IE=30.0 SD CB RIM=30.84 8" CONC S IE=28.3 24" CONC 0823059209 800 PARK AVE N 0823059030 618 PARK AVE N 0823059127 600 PARK AVE N 0823059209 800 PARK AVE N 42'30'R/ W R/ W 30 ' 30 ' R/W R/W R/W R/W 35 . 8 ' 30 ' R/W 42 'W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G FO FO FO FOFOFOFOFO T T T T T T T T T T T T T T T T T T T T T GV GV GV GV 6' M F 6' M F 6' M F 6' M F 6' MF6' MF6' MF 6.5' CLF CG CG CG CG CG CG CW CW CG CWCW CW CW CG ASPHPAEC C ECC ASPH DW PA ASPH EC C CG CG CW CW CW CW CGCG ROCK ASPH ASPH PA CW ASPH DW ASPH DW EP EP ASPH PARKING LOT ASPH PARKING LOT ASPH PARKING LOT ASPH DW EC C EC C GV L GV L ECC ECC EC C ASPH DW EC C EC C EC C GVL GVL GVL ASPH DW CG CGCW CW CW CW EO C ASPH ASPH ASPH CW 6' CLF (CONST. FNC.) TS TS TS TS TS TS T S T T T T T PARKING LOT PA P P P 6" DI SD BENCH WM W W W W W W W WM WV WV WV WM P P P EPB P EPB P EPB P EPB P EPB P EPB P EPB PEPB S P EPB BENCH PA 0823059030 618 PARK AVE N 0823059019 601 PARK AVE N SS DDD D D S S S D S 6" STW HP 15'N 5374-1963 8" STW HP 13'N 5374 1963 3/4" STW HP 255'N 1994 1" ST HP VALVE 45'E 9430425-1994 (VA-04231) N 6TH ST (ARTERIAL) PA R K A V E N (A R T E R I A L ) 8" S T W H P 1 2 ' E 53 7 4 1 9 6 3 (____)61 8 (_ _ _ _ ' ) 6" STW HP 13'N 5374-1963 (_ _ _ _ ' ) (____') N 6TH ST Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 10 9 1 5 2 4 7 0 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) 4680 06/11 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 PUGET SOUND ENERGY 109152470 109152470 AS NOTED 4/6 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MA T C H L I N E A - A SH E E T 3 PLOT PLAN SCALE: 1" = 20'-0" N 7TH ST MA T C H L I N E B - B SH E E T 5 N 5TH ST x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SS SS SS SS 24" CONC E, W IE=21.6 12" CPP SW IE=26.4 12" CMP S IE=22.5 15" CONC E, W (CENTER OF CHANNEL=23.7) 6" CONC NE IE=25.5 SSMH RIM=31.17 24" CONC W IE=20.3 24" CONC E IE=20.4 8" CONC N IE=21.7 8" PVC S IE=21.6 6"PVC S IE=22.2 SDMH RIM=30.22 24" CONC W IE=21.8 36" CONC N IE=21.9 12" CONC S IE=26.1 PUNCH IN 1/2" BRASS PLUG IN CONC MONUMENT IN CASE -0.6' BELOW GRADE N=182507.43 E=1302457.05 SSMH RIM=30.83 24" CONC N IE=20.8 24" CONC W IE=20.6 12" CONC E IE=20.9 8" PVC S IE=22.7 SSMH RIM=30.18 24" CONC E, W, N CENTER OF CHANNEL=20.8 STM VAULT (ACCESS LID) RIM=30.02 24" CONC W IE=21.8 TOP OF SAN. THRU PIPE EL=23.2 (CONFINED SPACE ENTRY) SDMH RIM=30.12 15" CONC S, W IE=24.0 CB RIM=30.37 6" DI SW IE=28.34 6" PVC E IE=28.4 8" PVC N IE=28.2 CB RIM=30.09 12" CONC E IE=28.2 CB RIM=30.24 8" PVC E IE=27.9 CB RIM=30.85 12" CONC N IE=26.2 12" CONC S IE=26.2 8" PVC W IE=27.6 CB RIM=29.73 8" CONC S IE=28.2 P SD SD SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD KENWORTH TRUCK PLANT SIGN FO FO FO FO UT UT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P P P P P P P P P P P P P P x x EC B W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T T T T T T T T T P P P P P P P P P P P P P P P P P GV GV GV CG CG CG CG CG 6' CLF CG CW PA GRASS 6' C L F PA CW FO FO FO FO FO FO FO PUNCH IN 2" BRASS DISC "TRIAD 21402" IN CONC MONUMENT IN CASE -0.1' BELOW GRADE N=182537.16 E=1302487.65 ASPH PARKING LOT ASPH PARKING LOT SSMH RIM=31.25 8" CONC N, S CENTER OF CHANNEL IE=26.28 SSMH RIM=31.63 8" PVC N, S CENTER OF CHANNEL IE=25.6 CB RIM=30.52 8" CONC N IE=27.9 8" CONC S IE=27.8 CB RIM=30.56 12" CONC N, S IE=25.4 CB RIM=30.06 0" CONC E IE=0.0 W W 16'R/ W R/ W 30'30'R/ W R/ W 30 ' 30 ' R/W R/W 30 ' 30 ' R/W R/W 12" DI 12" DI 12 " A C 12 " A C 6' CLF (CONST. FNC.) 6' CLF (CONST. FNC.) 7223000115 600 PARK AVE N 7223000010 1400 N 4TH ST 7223000115 600 PARK AVE N 7564600055 535 GARDEN AVE N 7564600055 535 GARDEN AVE N 7223000010 1400 N 4TH ST CW CW CG CW CG CW 7' C L F 1/2" REBAR W/CAP "DBI" 4' CLF7.5' CLF 4' CLF 4' CLF DEA-3006 MAG/WASHER TS TS TS T TJR BRICK EDGING PA PUBLIC ACCESS OPENING ASPH DW CW ASPHASPH DW ASPH DW ASPH DW ASPH DW PA PA ASPH PARKING LOT GVL GVL GVL ASPH DW GVL GVL GVL 4' C L F GVL GVL WCR GRASS P P P P P P P P P P P P P P P P P P P P P P P 6' C L F 6" DI 6" DI 6" DI6" DI 8" A C SD SD SD SD SD SD SS SS SS SD 24" CONC24" CONC 24" CONC 24" CONC 36 " C O N C 36 " C O N C 24" CONC 24" CONC 24" CONC 24 " C O N C 24 " C O N C 15 " C O N C WCR 6' CLF (CONST. FNC.) CONC B E N C H BENCHBENCH CG CW CWCWPA PAPA PA PA PAPAPA 30'30'R/ W R/ W CW PA PA 6" WIDE X 2' TALL CONC RETW 6" WIDE X 2' TALL CONC RETW6" WIDE X 2' TALL CONC RETW PA FO CG CW WV WV P EPB S S S S S SS P EPB 6' CLF BENCH WV WV 24" CONC SS D D CO CO 15" CONC S S D S S S S 6" S T W H P 9 ' W 31 1 9 5 7 12 " S T W H P 1 9 ' W 78 3 1 6 5 1 9 7 8 6" S T W H P 9 ' W 31 1 9 5 7 12 " S T W H P 1 9 ' W 78 3 1 6 5 1 9 7 8 8" STW HP 13'N 5374 196312'N (_ _ _ _ ' ) GA R D E N A V E N N 6TH ST Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 10 9 1 5 2 4 7 0 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) 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 109152470 109152470 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MA T C H L I N E B - B SH E E T 4 N 7TH ST MATCHLINE C-C SHEET 6 PLOT PLAN SCALE: 1" = 20'-0" x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x T T T T T T T T T T T T P P P P P P P P P P P P SS SS SS SS SS SS SS SS SS SS SS FO T T T T T T T T T T T T T T P P P P SSMH RIM=31.39 24" CONC E IE=24.7 12" CONC N IE=24.7 12" CPP S IE=27.2 SSMH RIM=32.02 8" PVC S (DROP) IE=27.3 8" PVC N, E CENTER OF CHANNEL=25.7 CB RIM=30.78 8" DI W IE=28.4 8" DI E IE=28.6 CB RIM=31.30 12" CONC N, S IE=26.3 8" DI W IE=27.3 CB RIM=30.80 8" DI E IE=28.6 8" PVC W IE=28.7 SD SD SD SD SD SD SD SD SD SD SD SD SD ER PP TPC P P P P P P P P P P P P P FO W W W W W W W W W W W W W W W W UT UT G G G G G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO P GV GV CG CG 6' C L F 6' C L F PA GV L CW CW CW CW PA PA PA PA 30'30'R/ W R/ W 12 " A C 12 " A C 6' C L F ( C O N S T . F N C . ) 6' C L F ( C O N S T . F N C . ) 7564600055 535 GARDEN AVE N 7223000010 1400 N 4TH ST G G 8" AC 6" W I D E X 2 ' T A L L C O N C R E T W TJR TJR 24" CONC SS SS SS SS SD CGCGCW PA PA PA WM WV P EPB P EPB EM P EPB P EPB ASPH DW PA PA PA D WV CW S D T 6" S T W H P 9 ' W 31 1 9 5 7 12 " S T W H P 1 9 ' W 78 3 1 6 5 1 9 7 8 1" STW HP 236'S 1996 5'W 10 ' W (____)54 0 GA R D E N A V E N ///////////////////// Owner / Developer Contact Info officeATTN: THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 10 9 1 5 2 4 7 0 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) 4680 06/11 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 Drawing Number SAP Sup Order Nbr PC APPROVAL J.MEANS 206-305-8570 L.EIKEN 425-577-2057 M.WU 877-884-5426 M.LOCK 425-424-6413 M.JANSSON 425-466-9047 B.JOHNSON 206-571-8519 10/2/24 N/A RENTON INSTALL NEW IP MAIN EXTENSION 618 PARK AVE N RENTON, WA 98057 PUGET SOUND ENERGY 109152470 109152470 AS NOTED 6/6 KING 498 PMPDPM17 SW 08-23-05E 204.080 207.082 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MATCHLINE C-C SHEET 6 PLOT PLAN SCALE: 1" = 20'-0" N 5TH ST BOM for WO: 109152470 ITEM QTY DESCRIPTION PART NO. 1 CAP 5/8 MECHANICAL PE 5200551 3 CP BOX TEST STATION COMPLETE PLASTIC 5000307 2 CAP 2" MDPE 5200649 1 VALVE 2" PE MED DENSITY 5600259 3 ELBOW 2" X 90 MDPE 6000484 1 ELL 2" 90 DEGREE WELD STD 6000500 1423 PIPE 2" COIL MED DENSITY 7000261 1 CP COPPER ADAPTER SLEEVE 7600540 1 STOP-B/O 2" X 150 PSIG, MUELLER H-17160 7600741 1 TEE 2" X 2" MDPE INLINE TEE 7800362 1 TEE-PUNCH, SERV 1/2" X 5/8" X 125 PSIG, PE OUTLET, 1/4" CUTTER 7800575 1 TRANSITION, 2" X 0.154" X SDR-11, GR B, WELD X FUSE 7800809 1 WELD METAL CATHODIC MOLD 8500080 10 CP WIRE #10 COPPER 8500930 1423 WIRE #14 COPPER TRACER 8500940 1 BOX SUPPORT 2" POLYVALVE 9996257 1 BOX VALVE COMPLETE PLASTIC 1-1/8" TO 2"9996260 1 REDUCER 8" X 6", 0.188"(TPRD) X 0.280" Y-52, WELD 9996795 1 CAP SOCKET, 2" X 0.218" X 3000 PSIG, WELD 9997802 1 PIPE, 2" X 0.154, GR B, WELD, FBE 9999591