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Home My WebLink AboutMFP26001884.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001884 IVR Number: 26001884 Permit Information Permit Name: Puget Sound Energy Gas Permits 109164110- City PI Project- Highlands Reservoir Water MainAddress/Location:04/13/2026Application Date:2309200010Parcel Number: 2430 NE 12TH ST Permit Type:05/12/2026Issue Date:Franchise Permit Work Class:05/12/2027Expiration Date:Major Utility Job Number: 109164110Franchise Type:Natural Gas Description: PSE Gas***RUSH PLEASE***CITY PI PROJECT HIGHLANDS RESERVOIR WATER MAIN CITY HAS ASKED PSE TO RELOCATE BY BEGINNING OF MAY. Crew to relocate and/or adjust the elevation of gas piping to avoid conflicts with proposed water main and storm drains piping. 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 Applicant 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 4/13/2026 Katie Zimmerman 109164110-Highlands Reservoir Water Main- City PI Project 2430 NE 12TH ST Dustin Weller (206) 379-4347 Monday Friday 8:00am 3:00pm MFP26001884 Scott Warlick CED 5/12/2026 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. 2430 NE 12th St Renton WA 98056 USA 11 11 15 15 DA Y T O N A V E N E DA Y T O N P L N E ED M O N D S A V E N E 1515 12 12 1010 ED M O N D S P L N E 15 15 20 20 20 20 NE 12TH ST NE 12TH STNE 12TH ST 10 10 10 11 10 STOP W2 0 - 1 ROADWORKAHEAD BE PREPAREDTOSTOP W3 - 4 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 W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W2 0 - 1 ROADWORK AHEAD RIGHT LANEENDS W9 - 1 R X' ≥ X' ≥ X'≥ W2 0 - 7 A CONETOPPER KEEP R4-7B RIGHT W2 0 - 1 ROADWORKAHEAD BEPREPAREDTOSTOP W3 - 4 X' ≥ X'≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD BE PREPAREDTOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A STOP STOP STOP BIKELANEENDSW9 - 1 B BIKES MERGE WITH TRAFFICW4 - 1 B X' ≥ X' ≥ NE 13TH ST KEEP R4-7B RIGHT 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 1 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 16' SCL of NE 12th St & 5-32' WCL of Edmonds Ave NE, and 54' SCL of NE 12th St & 6-18' WCL of Edmonds Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 MFP26001884 2430 NE 12th St Renton WA 98056 USA 11 11 15 15 DA Y T O N A V E N E DA Y T O N P L N E ED M O N D S A V E N E 1515 12 12 1010 ED M O N D S P L N E 15 15 20 20 20 20 NE 12TH ST NE 12TH STNE 12TH ST 10 10 10 11 10 STOP W2 0 - 1 ROADWORKAHEAD RIGHT LANE CLOSEDAHEAD W2 0 - 5 R X'≥ X' ≥ X'≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROADWORK AHEAD BE PREPAREDTOSTOP W3 - 4 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 W2 0 - 1 ROAD WORK AHEAD BEPREPAREDTOSTOP W3 - 4X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROADWORKAHEAD BE PREPAREDTOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A STOP DETOUR M4 - 9 B C/W CLOSEDR9 - 3 DETOUR M4 - 9 B C/W CLOSED R9 - 3 STOP NE 13TH ST W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A STOP LEFT KEEP R4-8B Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 2 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 0-17' NCL of NE 12th St & 26' ECL of Edmonds Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic MFP26001884 10 1 0 1 0 1 0 1616 17 17 NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N A V E N E 20 20 1515 HA R R I N G T O N P L N E 20 20 20 20 CO N E TO P P E R CO N E TO P P E R LE F T KE E P R4 - 8 B maintain (2) 12' lanes FRO M TO TO W A W A Y A R E A PH O N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G PLACE SIGNS BOTH SIDES OF WORK AREA THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE ONLY R3-5R W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CL O S E D AH E A D W20-5R W1-4L W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥X'≥ W1-4R W20 - 1 RO A D WO R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 3 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 19' SCL of NE 12th St & 246-271' WCL of Harrington Pl NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation.MFP26001884 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 1616 17 17 1818 NE 12TH ST KI R K L A N D A V E N E KI R K L A N D A V E N E NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N P L N E 20 20 10 1 0 1 0 1 0 STOP STOP STOP STOP STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W20 - 1 RO A D WO R K AH E A D BEPR E P A R E D TO STO P W3- 4 X'≥ X'≥ X'≥ W20 - 7 A W2 0 - 1 ROADWORK AHEAD BEPREPAREDTOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 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 W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ DETOURM4 - 9 B C/W CLOSEDR9 - 3 DETOURM4 - 9 B C/W CLOSEDR9 - 3 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 4 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 13' SCL of NE 12th St & 17' WCL of Jefferson Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001884 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 1616 17 17 1818 NE 12TH ST KI R K L A N D A V E N E K I R K L A N D A V E N E NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N P L N E 20 20 10 1 0 1 0 1 0 STOP STOP STOP STOP STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W20 - 1 RO A D WO R K AH E A D BEPR E P A R E D TOST O P W3- 4 X'≥ X'≥ X'≥ W20 - 7 A W2 0 - 1 ROAD WORKAHEAD BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD BE PREPARED TOSTOP W3 - 4 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 W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ W2 0 - 1 ROAD WORKAHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ DETOURM4 - 9 B C/W CLOSEDR9 - 3 DETOURM4 - 9 B C/W CLOSEDR9 - 3 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 5 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 7' NCL of NE 12th St & 17' WCL of Jefferson Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic MFP26001884 Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 18 18 22 11 11 5 1 3 1 1 1 0 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST NE 12TH ST BUS STOP BUSSTOP STOP STOP 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 W2 0 - 1 ROAD WORKAHEAD BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ 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 BEPR E P A R E D TOST O P W3- 4 X'≥ X'≥ W20 - 1 RO A D WO R K AH E A D BE PR E P A R E D TOST O PW3- 4 X'≥ X'≥ MOVE BUS STOP 50' W. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 6 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 18' SCL of NE 12th St & 19-33' WCL of Lynnwood Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic MFP26001884 22 11 11 5 1 3 1 1 1 0 MO N R O E A V E N E NE 12TH ST 12 12 13 13 16 16 10 10 BUSSTOP BUSSTOP 12 12 12 12 NE 12TH ST NE 14TH ST PI E R C E P L N E QU E E N A V E N E PI E R C E A V E N E NE 11TH PL OL Y M P I A A V E N E MO N R O E A V E N E 13 13 STOP STOP STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W2 0 - 1 ROADWORK AHEAD BE PREPARED TOSTOP W3 - 4 X' ≥ X' ≥ W2 0 - 1 ROADWORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORKAHEAD BE PREPARED TOSTOP W3 - 4 X' ≥ X' ≥ W2 0 - 1 ROAD WORK AHEAD BEPREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema 425-398-6077 safaa.alneema@pse.com 7 OF 72430 NE 12th St, Renton, WA 98056 0 12090665 04/09/2026 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. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 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'. 9. Work area will be 8' SCL of NE 12th St & 30-242' WCL of Olympia Ave NE. 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: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic MFP26001884 N Vicinity Map 47.5032,-122.182 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 CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr PC APPROVAL D.WELLER 206-379-4347 03/23/26 G.DANG 720-937-4802 03/23/26 S.ALJBOURY N/A 03/23/26 N.LANIER 253-243-4165 04/09/26 . ... ... N/A RENTON HIGHLANDS RESERVOIR WATER MAIN PUBLIC IMPROVEMENT 2430 NE 12th St, Renton, WA 98056 109164110 N/A AS NOTED 1/3 KING 088A CSPSKGPI NE-9 -23-5 204080 205083,206083,205084,206084 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 1 REV# 3 DATE DESCRIPTIONBY Owner / Developer Contact Info officeATTN: City of Renton 1055 S Grady Way, Renton, WA 98057 Renton WA (425) 430-6400 12090665 109164110 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 108659530 N/A N/A GAS PROJECT PHASE Notification #Order # MN Retirement Relocate SAP Superior Service/Meter HP Svc/MSA Dis. Reg. / FT Ind. MSA Ind. Service Service/Meter Service/MeterSYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG BOX (TEST LEAD) INSTALLATION. THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS 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. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200. ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY 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. DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811 FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO STANDARD GAS CONSTRUCTION NOTES: 14. 13. 15. 10. 11. THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 9. 6. 7. 5. 4. 3. 1. 60 16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. Bobby Bryan 253-722-8796 NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2. 8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12. ___________________________, PHONE______________. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17. 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) 10 9 1 6 4 1 1 0 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" "Flagging Required" Yes No Yes No Cell Phone:206-379-4347 Project Manager Contact Information: E-Mail:dustin.weller@pse.com Name:Dustin Weller PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400 REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES 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. 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. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR STANDARDS 2525.2100 AND 2525.3600. PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700. 11. 12. 14. 13. AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500. PER PSE GAS OPERATING STANDARD 2550.1600. ABANDONMENT OR DEACTIVATION. 10. 9. 5. 6. 7. 8. GAS OPERATING STANDARD 2525.2300. 4. 1. 2. 3. OUTAGE. STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 15.ACTIVE SERVICES TO BE REPLACED DENOTED BY: WORK AREA 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'S DATENAME 60 IP088 - 60 SVC Retirement 16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY: 17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:##### ##### ##### PIPE SQUEEZING SHALL BE DONE IN ACCORDANCE WITH GOS 2525.1200 AND GAS FIELD PROCEDURES 4700.1300 AND 4700.1310. 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. 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: IF IT IS AN ABANDONED RISER, CONTACT THE POINT DESK TO REQUEST GFR TO REMOVE IT. 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. 18. 19. 20. 20.01 20.02 NE 12TH ST NE 12TH ST NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E HA R R I N G T O N P L N E JE F F E R S O N A V E N E KI R K L A N D A V E N E NE S U N S E T B L V D LY N N W O O D A V E N E MO N R O E A V E N E MO N R O E A V E N E SITE PLAN SCALE: NTS PLOT PLAN A SHEET 2 SHEET 2 PLOT PLAN B SHEET 3 PLOT PLAN C SHEET 3 PLOT PLAN D INSTALL 2"97'MPE RETIRED INSTALL 6"83'MPE 2"54'STW 2"20' 6"52'MPE 4"209'MPE STW RETIRED RETIRED RETIRED 2 41'MPE INSTALL INSTALL 4"208'MPE SAP BATCH YEAR & FOOTAGE ACTUAL LENGTH OF RETIREMENT MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT SIZE OF RETIRED MAIN 04/02/2026: PER W. JOHNS APPROVED JOB AS DESIGNED TYPICAL GAS MAIN LINE TRENCH DETAIL RESIDENTIAL Excavated Dirt Pile 24" Min NOTE: Install 12" shading if the backfill contains rocks greater than 6" dia. 36" Min Cover Gas Service Line SIDE ACCESS VEHICLE Final Grade 4" Sand Bedding 12" Min. of Acceptable Backfill (See Definition Above) 6" Sand Shading 12"-18" Min Backfill for Direct Bury - The final backfill may be soil-based select material or native soil, but free of construction debris and shall not contain rocks larger than 10"-in. diameter to prevent impedence of gas system maintenance. Not to scale 5/1/2026 G.DANG UPDATE SITE NOTES PER PERMIT COMMENTS 10 9 1 6 4 1 1 0 11 10 9 1 6 4 1 1 0 R1 MFP26001884 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 00 A 9 00 A 10 00 A 11 1218 2430 1194 1186 1190 ED M O N D S A V E N E ED M O N D S A V E N E 13'S NE 12TH STNE 12TH ST IP GAS FLOW IP G A S F L O W IP GAS FLOW IP G A S F L O W \\\\\ \ \ \ \ \ \ \ \ \ \ \\\\\ 975 HARRINGTON PL NE TPN: 7227801405 1175 HARRINGTON PL NETPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 00 A 21 00 A 22 00 A 23 00 A 24 00 A 25 2908 1209 JE F F E R S O N A V E N E NE 12TH STNE 12TH ST IP GAS FLOW HAR R I N G T O N P L N E IP GAS FLOW IP G A S F L O W IP GAS FLOW // // // // /////////// ///// //////// ///// 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 10 9 1 6 4 1 1 0 PLOT PLAN A SCALE: 1"=30' 1 2 2 2 3 2 PLOT PLAN B SCALE: 1"=30' Scale: NTS VERTICAL OFFSET SECTION DETAIL2 2 ELBOW 6"X90° MPE 19'S OF NE 12TH ST C/L 344' W OF JEFFERSON AVE NE C/L ___'S C/L & ___'W C/L ELBOW 6"X90° MPE 19'S OF NE 12TH ST C/L 371' W OF JEFFERSON AVE NE C/L ___'S C/L & ___'W C/L (SQUEEZE & FUSE TIE IN) ELBOW 6" X 90° MPE 19'S OF NE 12TH ST C/L 371' W OF JEFFERSON AVE NE C/L ___'S C/L & ___'W C/L TEE TAP 6"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L TEE TAP 6"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L (SQUEEZE & FUSE TIE IN) ELBOW 6"X90° MPE 19'S OF NE 12TH ST C/L 344' W OF JEFFERSON AVE NE C/L ___'S C/L & ___'W C/L (__ _ _ ' ) PROPOSED PIPE 6" PE IP MAIN 19'S C/L, ____'S C/L Scale: NTS VERTICAL OFFSET SECTION DETAIL3 2 (SQUEEZE & FUSE TIE IN) ELBOW 2" X 90° MPE 7'N C/L & 17W C/L ___'N C/L & ___'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'W C/L ELBOW 6"X90° MPE 7'N C/L & 21'W C/L ___'N C/L & ___'W C/L (_ _ _ _ ' ) (_ _ _ _ ' ) (___ _ ' ) (___ _ ' ) (__ _ _ ' ) (SQUEEZE & FUSE TIE IN) ELBOW 2" X 90° MPE 13'S C/L & 17'W C/L ___'S C/L & ___'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L ELBOW 6"X90° MPE 13'S C/L & 21'W C/L ___'S C/L & ___'W C/L PROPOSED PIPE 6" PE IP MAIN 21'W C/L, ____'W C/L PROPOSED PIPE 6" PE IP MAIN 19'S OF NE 12TH ST C/L 344' W OF JEFFERSON AVE NE C/L _____'S C/L & _____'W C/L PROPOSED PIPE 6" PE IP MAIN 19'S OF NE 12TH ST C/L 371' W OF JEFFERSON AVE NE C/L ___'S C/L & ___'W C/L PROPOSED PIPE 6" PE IP MAIN 13'S C/L, ____'S C/L CP TEST LEAD BOX COMPLETE CP BONDING WIRE FOR SPLICE (BRING WIRE UP IN BOX) ____'S C/L & ____'W C/L EXISTING TEL MANHOLE SHOWN AS MEASUREMENT REFERENCE 24'S OF NE 12TH ST C/L & 275'W OF HARRINGTON PL NE C/L 2" PE IP 17'W JOB#109035340-2007 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 CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr PC APPROVAL D.WELLER 206-379-4347 03/23/26 G.DANG 720-937-4802 03/23/26 S.ALJBOURY N/A 03/23/26 N.LANIER 253-243-4165 04/09/26 . ... ... N/A RENTON HIGHLANDS RESERVOIR WATER MAIN PUBLIC IMPROVEMENT 2430 NE 12th St, Renton, WA 98056 109164110 N/A AS NOTED 2/3 KING 088A CSPSKGPI NE-9 -23-5 204080 205083,206083,205084,206084 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 1 REV# 3 DATE DESCRIPTIONBY CUT & CAP CAP 2" MPE 11'S C/L & 17'W C/L ___'S C/L & ___'W C/L CUT & CAP CAP 2" MPE 5'N C/L & 17'W C/L ___'N C/L & ___'W C/L CUT & CAP CAP 6" MPE 19'S C/L & 346'W C/L ___'S C/L & ___'W C/L CUT & CAP CAP 6" MPE 19'S C/L & 369'W C/L ___'S C/L & ___'W C/L PPROPOSED 2" MPE IP GAS MAIN TOP OF THE PIPE TO BE BURRIED AT 40" (EXISTING ELEVATION) BELOW GRADE & 21' W OF JEFFERSON AVE NE C/L (NORTH OF NE 12TH ST) TO AVOID HORIZONTAL CONFLICT WITH FUTURE WATER MAIN (N-S), AND VERTICAL CONFLICT WITH TOP OF FUTURE WATER MAIN AT 79" 21' W C/L, _____'W C/L PROPOSED 6" PE IP GAS MAIN TOP OF THE PIPE TO BE BURRIED AT 67" BELOW GRADE TO CLEAR BOTTOM OF FUTURE WATER MAIN AT 55" 19' S C/L, _____'S C/L PROPOSED PIPE 2" PE IP MAIN TOP OF PIPE TO BE BURIED AT 76" BELOW GRADE TO CLEAR BOTTOM OF FUTURE WATER MAIN AT 63" & EXISTING IP WATER AT 44" 26'E C/L, ____'E C/L PROPOSED PIPE 6" MPE IP MAIN BOTTOM OF PIPE TO BE BURIED AT MAXIMUM 44" BELOW GRADE TO CLEAR TOP OF FUTURE WATER MAIN AT 57" 16'S C/L, ____'S C/L PROPOSED PIPE 2" MPE IP MAIN BOTTOM OF PIPE TO BE BURRIED AT MAX 44" & 3' W OF EDMONDS AVE NE C/L TO AVOID HORIZONTAL CONFLICT WITH FUTURE WATER MAIN, AND VERTICAL CONFLICT WITH TOP OF EXISTING DI WATER AT 56" (NOTE: ENSURE MINIMUM 3' HORIZONTAL CLEARANCES BTW THE GAS LINE WITH EXISTING DI WATER AND SS) 3'W C/L, ____'W C/L TEE TAP 6" X 2" MPE (BYPASS TEE) ____'S C/L & ____'W C/L TEE TAP 6" X 2" MPE (BYPASS TEE) ____'S C/L & ____'W C/L PIPE 2" MPE BYPASS ____'S C/L & ____'W C/L REMOVE AND CAP EXISTING CP BOND WIRE EXISTING CP BONDING WIRE Scale: NTS VERTICAL OFFSET SECTION DETAIL1 2 TRANSITION FITTING 2" MPE 54'S C/L & 16'W C/L ____'S C/L & ____'W C/L CP WIRE #10 TEST LEAD & CP TEST LEAD BOX COMPLETE ___'S C/L & ___'W C/L ELBOW 2"X90° MPE 54'S C/L & 3' W C/L ___'S C/L & ___'W C/L PROPOSED PIPE 2" MPE IP MAIN 54'S C/L, ____'S C/L ELBOW 2"X90° WELD 54'S C/L & 18'W C/L ____'S C/L & ____'W C/L TIE IN STOPPER 2"X150 B/O 54'S C/L & 18'W C/L ____'S C/L & ____'W C/L TEE SVC 1"X1-1/8" PE OUTLET (BYPASS TEE) ____'S C/L & ____'W C/L TEE SVC 1/2"X5/8" PE OUTLET (GAUGE TEE) ____'S C/L & ____'W C/L PIPE 1 1/8" MPE TEMP BYPASS TEE TAP 6"X 1 1/8" MPE (BYPASS TEE) ____'S C/L & ____'W C/L (SQUEEZE & TIE IN) ELBOW 6X90° MPE 16'S C/L & 32'W C/L ___'S C/L & ___'W C/L TEE TAP 6"X 5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L (SQUEEZE & TIE IN) ELBOW 6"X 90° MPE 16'S C/L & 32'W C/L ___'S C/L & ___'W C/L CUT & CAP CAP 6" MPE 16'S C/L & 30'W C/L ____'S C/L & ____'W C/L PROPOSED PIPE 2" MPE IP MAIN 3'W C/L, ____'W C/L POLYVALVE 6" MPE (OPEN) WITH VALVE BOX & SUPPORT 19'S C/L & 3'W C/L ____'S C/L & ____'W C/L REDUCER 6"X4" MPE 22'S C/L & 3'W C/L ___'S C/L & ___'W C/L REDUCER 4"X2" MPE 24'S C/L & 3'W C/L ___'S C/L & ___'W C/L ELBOW 6X90° MPE 16'S C/L & 3'WC/L ____'S C/L & ____'W C/L (SQUEEZE & FUSE TIE IN) ELBOW 6X90° MPE 16'S C/L & 5'WC/L ____'S C/L & ____'W C/L ELBOW 6"X90° MPE 16'S C/L & 5'WC/L ____'S C/L & ____'W C/L TEE 6"X6" INLINE TEE 16'S C/L & 3'WC/L ____'S C/L & ____'W C/L PROPOSED PIPE 6" MPE IP MAIN 16'S C/L, ____'S C/L ELBOW 2"X90° MPE 0'N C/L & 26'E C/L ___'N C/L & ___'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'E C/L TEE TAP 2" X 1- 1/4" MPE (BYPASS TEE) ____'S C/L & ____'E C/L (SQUEEZE & FUSE TIE IN) ELBOW 2" X 90° MPE 0'N C/L & 26'E C/L ___'N C/L & ___'E C/L (SQUEEZE & FUSE TIE IN) ELBOW 2" X 90° MPE 17'N C/L & 26'EC/L ___'N C/L & ___'E C/L ELBOW 2"X90° MPE 17'N C/L & 26'E C/L ___'N C/L & ___E C/L PROPOSED PIPE 6" PE IP MAIN 26'E C/L, ____'E C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'N C/L & ____'E C/L TEE TAP 2"X1-1/4" MPE (BYPASS TEE) ____'N C/L & ____'E C/L PIPE 1-1/4" MPE TEMP BYPASS CUT & CAP CAP 2" MPE 15'N C/L & 26'E C/L ____'N C/L & ____'E C/L CUT & CAP CAP 2" MPE 2'N C/L & 26'E C/L ____'N C/L & ____'E C/LPIPE 2" MPE TEMP BYPASS TEE TAP 6"X 2" MPE (BYPASS TEE) ____'S C/L & ____'W C/L CUT & CAP CAP 2" WELD 52'S C/L & 18'W C/L ____'S C/L & ____'W C/L (__ _ _ ' ) (___ _ ' ) (__ _ _ ' ) (_ _ _ _ ' ) (_ _ _ _ ' ) (_ _ _ _ ' ) (_ _ _ _ ' ) (___ _ ' ) (_ _ _ _ ' ) (_ _ _ _ ' ) PROPOSED CP BONDING WIRE EXISTING CP BONDING WIRE (__ _ _ ' ) TEE SVC 1"X1-1/8" PE (PURGE TEE) ____'S C/L & ____'W C/L TEE SVC 1"X1-1/8" MPE (PURGE TEE) ____'S C/L & ____'W C/L TEE TAP 6"X 2" MPE (BYPASS TEE) ____'S C/L & ____'W C/L TEE SVC 1"X1-1/8" MPE (PURGE TEE) ____'N C/L & ____'E C/L TEE SVC 1"X1-1/8" MPE (PURGE TEE) ____'S C/L & ____'W C/L PROPOSED PIPE 2" PE IP MAIN 7'N C/L, ____'N C/L TEE SVC 1"X1-1/8" MPE (PURGE TEE) ____'S C/L & ____'W C/L NOTE: ANY DIMENSIONS REFERENCING JEFFERSON AVE NE WILL BE FROM JEFFERSON AVE NORTH OF NE 12TH ST. 5/1/2026 G.DANG UPDATE SITE NOTES PER PERMIT COMMENTS 10 9 1 6 4 1 1 0 11 10 9 1 6 4 1 1 0 R1 Dispose of water valve properly MFP26001884 NATPN: 7227900018 3224 NE 12TH STTPN: 04230591693/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 00 A 32 00 A 33 00 A 34 500 LF 600 LFIP GAS FLOW IP G A S F L O W 3218 3224 IP GAS FLOW LY N N W O O D A V E N E NE 12TH ST NA TP N : 0 4 2 3 0 5 9 2 5 1 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 3410 NE 12TH ST TPN: 0423059186 1203 PIERCE PL NETPN: 0911500100METER SERVICES ON PIERCE 3327 NE 12TH STTPN: 09230591833/4" METER ACCNT #7742-000 00 A 39 00 A 40 00 A 41 00 A 42 00 A 43 1200 LF 41 + 9 2 C0 6 M A T C H L I N E S T A 4 1 + 4 2 A C0 5 M A T C H L I N E S T A 4 1 + 4 2 A C0 6 M A T C H L I N E S T A 4 1 + 4 2 A C0 5 M A T C H L I N E S T A 4 1 + 4 2 A 1161 1203 NE 12TH ST IP GAS FLOW \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\IP GAS FLOW 3401 1161 1161 3501 OL Y M P I A A V E N E //////// /////// 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 10 9 1 6 4 1 1 0 Scale: NTS VERTICAL OFFSET SECTION DETAIL1 3 1 3 PLOT PLAN C SCALE: 1"=30' 2 3 2 3 PLOT PLAN D SCALE: 1"=30' Scale: NTS VERTICAL OFFSET SECTION DETAIL2 3 TIE IN STOPPER 2"X150 ELBOW 2"X90° WELD 18'S C/L & 33'W C/L ____'S C/L & ____'W C/L TIE IN STOPPER 2"X150 ELBOW 2"X90° WELD 18'S C/L & 20'W C/L ____'S C/L & ____'W C/L TEE SVC 1/2"X5/8" PE OUTLET (GAUGE TEE) ____'S C/L & ____'W C/L TEE SVC 1/2"X5/8" PE OUTLET (GAUGE TEE) ____'S C/L & ____'W C/L (__ _ _ ' ) PROPOSED PIPE 2" STW IP MAIN 18'S C/L, ____'S C/L (_ _ _ _ ' ) (_ _ _ _ ' ) PROPOSED PIPE 2" STW IP MAIN 18'S C/L & 31'W C/L ____'S C/L & ____'W C/L PROPOSED PIPE 2" STW IP MAIN 18'S C/L & 22' W C/L _____'S C/L & _____'W C/L TEE TAP 4"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L (SQUEEZE & FUSE TIE IN) ELBOW 4" X 90° MPE 8'S C/L & 242'W C/L ___'S C/L & ___'W C/L (SQUEEZE & FUSE TIE IN) ELBOW 4" X 90° MPE 8'S C/L & 242'W C/L ___'S C/L & ___'W C/L (__ _ _ ' ) (_ _ _ _ ' ) (SQUEEZE & FUSE TIE IN) ELBOW 4" X 90° MPE 8'S C/L & 30'W C/L ___'S C/L & ___'W C/L TEE TAP 4"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L PROPOSED PIPE 4" PE IP MAIN 8'S C/L, ____'S C/L (_ _ _ _ ' ) 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 CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr PC APPROVAL D.WELLER 206-379-4347 03/23/26 G.DANG 720-937-4802 03/23/26 S.ALJBOURY N/A 03/23/26 N.LANIER 253-243-4165 04/09/26 . ... ... N/A RENTON HIGHLANDS RESERVOIR WATER MAIN PUBLIC IMPROVEMENT 2430 NE 12th St, Renton, WA 98056 109164110 N/A AS NOTED 3/3 KING 088A CSPSKGPI NE-9 -23-5 204080 205083,206083,205084,206084 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 1 REV# 3 DATE DESCRIPTIONBY ELBOW 2" X 90° WELD 18'S C/L & 22'W C/L ____'N C/L & ____'W C/L CUT & CAP CAP 4" MPE 8'S C/L & 32'W C/L ____'S C/L & ____'W C/L CUT & CAP CAP 4" MPE 8'S C/L & 240'W C/L ____'S C/L & ____'W C/L PROPOSED PIPE 4" PE IP MAIN TOP OF PIPE TO BE BURIED AT MINIMUM 36" BELOW GRADE TO MAINTAIN AT LEAST 6" SEPARATION TO TOP OF TEL AND 1' SEPARATION TO TOP OF WATER ST AND SS 8'S C/L, ____'S C/L PROPOSED PIPE 2" STW IP MAIN BOTTOM OF PIPE TO BE BURIED AT 65" BELOW GRADE, MAXIMUM, TO CLEAR TOP OF THE FUTURE SD AT 77" 18'S C/L, ____'S C/L TEE TAP 4" X 1- 1/8" MPE (BYPASS TEE) ____'S C/L & ____'W C/L PIPE 1-1/8" MPE BYPASS ____'S C/L & ____'W C/L TEE TAP 4" X 1- 1/8" MPE (BYPASS TEE) ____'S C/L & ____'W C/L EXISTING CP BONDING WIRE EXISTING CP BONDING WIRE TEE SVC 1"X1-1/8" MPE (PURGE TEE) ____'S C/L & ____'W C/L PROPOSED PIPE 4" PE IP MAIN 8'S C/L, ____'S C/L PROPOSED PIPE 4" PE IP MAIN 8'S C/L, ____'S C/L (SQUEEZE & FUSE TIE IN) ELBOW 4" X 90° MPE 8'S C/L & 30'W C/L ___'S C/L & ___'W C/L ELBOW 2" X 90° WELD 18'S C/L & 31'W C/L ____'S C/L & ____'W C/L 5/1/2026 G.DANG UPDATE SITE NOTES PER PERMIT COMMENTS 10 9 1 6 4 1 1 0 11 10 9 1 6 4 1 1 0 R1 MFP26001884 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP26001884 Engineering 1 Engineering General Conditions All disturbed areas resulting from PSE gas relocation and construction activities shall be restored in accordance with the City of Renton Standards and Requirements. 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