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Home My WebLink AboutMFP24002907.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24002907 IVR Number: 24002907 Permit Information Permit Name: Puget Sound Energy Gas Permits Address/Location:06/06/2024Application Date:0923059205Parcel Number: 3607 NE 12TH ST Permit Type:06/24/2024Issue Date:Franchise Permit Work Class:06/24/2025Expiration Date:Minor Utility Job Number: 108650752Franchise Type:Natural Gas Description: PSE Gas CREW TO RETIRE EXISTING GAS SERVICE AT MAIN. 1 ASPHALT CUT. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031ApplicantX INFRASOURCE SVCS B: (206) 949-5846Contractor Business License Number: 36742Construction Contractor: INFRASL871C2 Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: Include map(s) showing the location of the project and work area. Be legible lettering and clear, contrasting, symbols of viewing or printing. Must indicate street names, and north arrow and scale. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering INFRASOURCE, INC 6905 S 228TH ST KENT, WA 98032 PLEASE SEE ATTACHED 108650752 3607 NE 12TH ST NICOLE MCDANIEL 206) 775-4128 MFP24002907 Scott Warlick CED 6/24/2024 Monday - Friday 8:00AM - 3:00PM Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: Must have approved Traffic Control Plan (TCP) prior to commencing the work. Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. Comply with all traffic regulations of the City of Renton and the State of Washington. Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends and holidays) prior to starting any work. Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. All permit conditions shall be met. NOTES: Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. Approved Temporary Traffic Control Plan must be at the work site during work hours. Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 In the case of Temporary No Parking Zones, all the following apply in addition to previous: Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) CORRIE RYDBERG STOPFLAGGER STOPFLAGGERSTOP FLAGGERSTOP FLAGGER STOPFLAGGER W20-1ROAD WORK AHEAD W20-4ONE LANE ROAD AHEAD W20-7A100'100'100'W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADW20-7A100'100'100'W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADW20-7A100'100'100'W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADW20-7A100'100'100'W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEADW20-7A 100'100'100'RESIDENT(S) WILL BEINFORMED OF POSSIBLETEMPORARY DRIVEWAYCLOSURE3607NE 12TH STPIERCE AVE NE12.512.510101010QUEEN AVE NEQUEEN AVE NEFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK 12.512.5 12.512.5 NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJohn Crofoot425-424-6658John.Crofoot@pse.comTRAFFIC MANAGEMENT, INC.www.trafficmanagement.comC31 # 785804800.763.3999Traffic Control Services - Sales & RentalsPermits & Consulting - Engineering - TrainingPLAN PREPARED BY:DATE: 05/20/24 - ELPLAN ORDER: 90490TMI CONTACT PERSON: Michael FlanaganTCS CERT #: 301872NOVEMBER 30, 20261 OF 13607 NE 12th St, Renton, WA 980560 51125474605/20/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. Work area will be 20' SCL of NE 12TH ST & 115'WCL of QUEEN AVE NE.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANMFP24002907 Service Address: City Zip: Site Contact:Phone: Site Contact Email: Est. Start Date: Customer Email: & & & Jurisdiction: Project Scope: RETIRE 5/8"PE SVC AT 2"PE-A IP 20'S 832110 MAIN ON NE 12TH ST DECOUPLING 1157 Est. Duration: Job Description New Construction: Construction Method Building Foundation Type Septic System 1/2 Day (4 Hours) Phone:(206) 775-4128NICOLE MCDANIEL6/13/24 PLAT Map: N EFV:0 Police #:0 TCP:Yes Tie-In Fitting Meter:Speed Limit:35 No Parks #:6 Job Type Diameter:Flaggers #:0 Arterial: Del Press:Traffic Signal:Bus Stop:No KNT FLT - KentBollards:2.5" #4" #ADA Ramps #:0 Route #'s: Meter Loc:Trolley Lines:No Mtr Hoods #:00 Yes Cut & Cap Service Information Street Information 0 Surface Type A Size of Cut QUEEN AVE NE 3 X 5 X 5/15/24Date: 108650752Job #: RENTON 3607 NE 12TH ST THOMAS CHUNG 206 708-5538RENTON Work Location 20'S of CL NE 12TH ST 115'W of CL ROW Permit: of CL of CL of CL 206.085 of CL PM / Inspector: 98056 Phone:206 708-5538 A250 work zone 800 SQF 5/8"PE2"PE-A IP 20'S 832110 MFP24002907 RESTORATION PER CITY OF RENTON STANDARDS 3300 3306 3407 3324 3318 340033243312 3716 3717 37103704 37113705 36243616 1414 1402 1204 1210 1216 1300 1408 37093703 1400 1324 1308 1316 3807 3711 1315 1248 1159 3819 3813 3814 3820 3808 3815 3809 3715 3821 3802 1313 1309 1305 1301 1215 3316 3232 1209 3217 1066 3301 3305 3301 3305 1159 11551160 3501 3515 3617 3323 1176 3401 35083504 3500 35113501 1115 1118 1112 1111 3510 1110 35061106 3601 3306 3322 3311 3330 3317 3323 3311 1150 3306 3312 3318 3317 3323 3408 3401 3404 REDMOND AVE NE1111 1055 1151 1159 1115 1049 39163828 3816 3818 3722371437103702 12121211 12181217 1306 1312 1073 1119 1105 1059 1067 1163 1155 1164 1160 1156 1124 1118 1114 1112 3700 3708 3701 1072 1066 1060 3702 1300 1318 1053 1057 3708 1155 1151 1168 1162 1156 1125 1150 1119 1122 1115 1116 1111 1061 1067 1073 1114 1110 1106 3602 3609 3607 36053603 1157 3604 1104 1100 1174 1158 1170 1116 1108 3610 1164 1152 3616 1110 1321 1303 3717 3718 3531 3530 3519 3523 1324 3608 1316 1308 3609 3533 1300 1309 1308 1216 1204 1210 3712 3414 3513 3522 35323524 1317 1309 1301 1215 1209 1203 1161 1151 3515 3514 3507 3407 3413 3415 3412 3413 1067 3423 3501 3506 1056 1170 3317 3327 3213 3410 1203 1209 1215 13011300 1216 1210 1204 3607 1160 333133233307 33153301 341434063314 34073401 3406 1333 1325 35161329 3241 1331 1401 NE 12TH ST NE 11TH ST SHELTON AVE NENE 12TH STREDMOND PL NENE 13TH PL NE 14TH CT REDMOND AVE NENE 14TH STREDMOND AVE NENE 12TH ST PIERCE AVE NEQUEEN AVE NEOLYMPIA AVE NENE 11TH PL NE 10TH PL NE 11TH ST NE 11TH PL PIERCE PL NENE 14TH ST MONROE AVE NEMONROE AVE NEREDMOND AVE NENE 10TH CT 2" MPE IP 25'W 107 04557 6-2 012 JT 2" MPE 25'W2" ST 4" MPE IP 8'S 109078511-2013DEACT 2" STW 19'S 109033676-2007 4" MPE IP 8'S 109078511-2013 4" MPE IP 12'S 109035519-2007 2" MPE IP 15'W 109035519-2007 4" MPE IP 11'W 109078511-20134" MPE 12'S 2" STW 71'N 2" STW 23'SDEACT 2" STW 22'S 0623-19584" MPE IP 11'W 109078511-20134" MPE IP 11'W 109078511-20134" MPE IP 21'W 109078511-20132" MPE I P 25'E 107 013518-2 002 JT2" MPE IP 24'E 107013518-2002 JT2" MPE IP 25'E 107013518-2002 JT2" MPEI 57'S 2" MPE IP 50'W 107014258-2003 JT2" MPE IP 57'R 107014258-2003 JT 2" M PE IP 57'R 107014258-2003 JT2" MPE 13'E2" MPE I P 7'E 107014 258-2003 JT2" MPE IP 18'S 109004829-2000 2" STW IP 28'W 4776-1 1112" ST W I P 1 0'W 4776-19 632" STW IP 10'W 4776-1963DEACT 2" ST 17'S 109004829-2000 2" STW IP 20'W 4545-19622" STW IP 20'W 454 5-19622" STW IP 10'S 4776-1963 2" STW IP 19'S 3620-1962 4" MPE IP 23'S 109063838-2011 4" MPE IP 23'S 109063838-2011 2" MPE IP 17'N 107013518-2002 JT 2" STW IP 19'S 4776-1963 DEACT 2" ST 15'S 109063838-2011 2" MPE IP 14'N 107013518-2002 JT 2" MPE I P 1 80'E 1 07014 258-2003 JT2" STW IP 19'S 3620-19622" MPE IP 14'W 107012486-2003 JT2" MPE IP 16'N 107014258-2003 JT 1 1/4" MPEI IP 16'W 109027552-20061 1/4" MPEI IP 16'S 109027552-2006 1 1/4" MPEI IP 16'W 109027552-20064" MPE 16'W2" MPE IP 27'N 107012486-2003 JT 2" STW IP 19'W 3620-1962DEACT 2" ST 20'S Unknown 2" STW IP 19'S 3620-1962 2" STW IP 19'W 3620-19622" MPE IP 36'E 107028219-2007 JTDEACT 2" ST 17'S 2" PE-A IP 24'W 8021232" PE-A IP 18'S 802123 DEACT 2" ST 19'S 0623-1958 2" STW IP 18'S 8989-1966 2" STW IP 18'S 6300-1964 2" STW IP 18'S 0981-19582" STW IP 18'W 6300-19642" ST 17'WDEACT 2" ST 17'W 0786-19582" STW IP 18'S 0981-1958 2" STW IP 18'W 5845-19632" STW IP 18'S 0981-1958 2" STW IP 18'S 0981-1958 2" STW IP 18'S 0981-1958DEACT 2" STW 18'S 109010702-20022" STW IP 18'S 109010702-2002 DEACT 1 1/4" PE-A 18'S 109068038-11112" STW IP 18'W-E PL 5777-19632" STW IP -19662" STW IP 18'W-E PL 8652-19662" PE-A IP 20'S 832110 2" PE 17'S DEACT 2" ST 19'S 0623-1958 2" MPE IP 39'R 109068038-2011 DEACT 2" ST 19'S 2" STW IP 14'W 0981-19582" STW IP 18'S 109011098-20022" STW IP 18'S 0981-1958 2" STW IP 18'S 0981-1958 2" STW 19'S 2" STW IP 14'W 0981-19582" MPE IP 19'N 107045576-2012 JT 2" STW IP 18'S 0981-1958 DEACT 2" STW 18'S 0981-19582" MPEI IP 14'S 109117953-2018 532'N 180'E168'W19'S 18'W236'N 39'R 193'S 2 2 2 113'WTF TF17'STF 246'ETF 17'WTF 235'NTF192'STF 15'WTF 30'STF20'STFTF14'WTFTF18'S 43'S 12'S 6'S 15'E14'S 41'S 10'S 21'S,18'W 26'W 134'W25'S 28'N 22'S30'S 123'W127'N 242'E15'W232'N 172'W92'E100'E13 7'E334'N 402'N 115'W205'E152'E198'N 282'N 414'N 427'N 277'N 197'N 481'N 230'S 90'E169'N 70'W316'S 243'S63'W290'S 100'S 51'N 35'N 268'N 57'W169'S 187'S 210'S 87'E254'N 71'W122'N 35'N 455'S33'E57'N 106'S 84'W22'N 48'W 130'E105'S 21'N 512'N 68'E 530'S 23'S 161'N115'W100'W93'S 79'S 24'S 110'S 12'S 188'S 94'S 222'S 238'S 341'S 80'W297'E255'E297'E143'E191'W326'E283'E104'W105'N 88'E61'E110'E80'E300'E232'E413'E120'E157'N 105'W158'S 48'E320'E174'E49'E225'S 218'E35'S 410'S 172'E107'E34'E119'S116'S109'W112'E105'E174'S 84'N 101'N 343'S 334'S 50'S 36'E124'E121'E492'N 25'W350'N 256'N 49'N 195'N 246'W217'N239'W409'N 72'E 282'N 110'N 233'W96'E353'S 246'E174'E109'S 91'E 484'S 47'N 32'E163'N 332'S 136'E70'S 131'N 172'E 201'E 436'N 100'S 249'E229'E100'E118'E194'N 238'E122'E31'W220'E219'E123'E48'N 127'N 71'E566'E103'W441'E400'E190'E230'E343'E255'E413'E106'W249'E183'W284'E83'N 275'N 283'W43'E151'E175'E170'E104'E101'E104'E92'E54'E75'W224'W208'N 78'N 60'N 130'E102'W567'E186'W187'W103'E189'E49'S 81'W411'E481'E231'E110'E399'E42'E176'E342'E337'N 132'N 320'N 421'N 495'N 130'N 74'E 13 5'N80'W78'W127'W135'W139'W342'N 479'E122'E1 1/8" MPE2018-E 1 1/8" MPE2018 1 1/8" MPEI2018-E 1 1/8" MPE2018-E 1 1/8" MPE2018-E 1 1/8" MPE2018-E 1 1/8" MPE2018-E 1 1/8" MPE2018-E 1 1/8" MPEI2014-E 1 1/8" MPE2012-E 5/8" MPE2013-E 1 1/8" MPE2013-E 1 1/8" MPEI2014-E 1 1/8" MPEI2014-E 1 1/8" MPEI2014-E 1 1/8" MPEI2014-E 1 1/8" MPEI2014-E 1 1/8" MPE2013-E1 1/8" MPE2013-E 1 1/8" MPE2013-E 1 1/8" MPE2013-E 1 1/8" MPE2013-E 5/8"353'S 5/8"128'N 1 1/8" MPE2008-E 1 1/8" MPE2014-E 5/8" MPEI2009-E 1 1/8" MPE2013-E 1 1/8" MPEI2014-E 1 1/8" MPE2015-E 1 1/8" MPE2015-E 1 1/8" MPE2014-E 1 1/8" MPE2014-E 3/4"104'E1 1/8" MPE2014-E 5/8" MPE2014-E 1 1/8" MPE2014-E 5/8" MPE2003 5/8" PE1990 5/8" PE1983 1 1/8" STW1985 5/8" MPEI2005 3/4" STW1959 3/4" STW1959 3/4" STW1961 5/8" MPEI2005 3/4"190'E 5/8" MPE2001-E 5/8" MPEI2010 3/4" STW-U1959 3/4" STW-U1959 3/4"413'E3/4" STW-U19593/4"343'E3/4" STW-U1959 3/4" STW-U1959 3/4"489'E3/4" STW-U1959 3/4" STW-U1959 3/4" STW-U1959 3/4"566'E3/4" STW-U1959 1/2" STW-U1969 3/4" STW1960 3/4" STW1959 5/8" PE1993-E 5/8" MPEI2006-E 5/8" PE1989-E 5/8" PEI1992 3/4" STW1959 5/8" MPEI2006-E 3/4"133'N 1 1/8" MPE2008-E 5/8"101'E3/4"92'E3/4"120'E1/2" STW-U1974 3/4"104'E5/8" MPEI2005-E1/2"350'N5/8" MPEI2000-E1/2"350'N3/4" STW-U1959 1/2" STW-U1975 3/4" STW-U1959 5/8" PE1994 5/8" MPEI2010-E 5/8" PE1993-E 3/4"274'W1/2" STW-U1979 5/8" PE1988-E 3/4" STW-U1959 3/4" STW1959 3/4" STW-U1964 3/4" STW-U1964 3/4" STW1965 3/4"561'E3/4" STW-U1967 3/4" STW1963 3/4" STW-U1959 3/4" STW-U1966 3/4" STW-U1966 3/4" STW-U1965 3/4"143'E3/4" STW1961 3/4" STW1962 3/4" STW1961 3/4" STW1962 3/4" STW1961 3/4" STW1961 3/4" STW1962 3/4" STW1961 5/8"3/4"249'E3/4" STW1961 3/4" STW1962 3/4" STW-U1966 3/4" STW-U1962 5/8" MPEI2007-E 3/4"130'W5/8" PEI1984 3/4"50'S 5/8" PE1984 3/4" 3/4"3/4"55'E5/8" MPE2011-E 5/8" MPEI2004 5/8" PE1994 3/4" STW1962 5/8" PEI1984 3/4" STW1962 1 1/8" MPEI2008-E 5/8" MPEI2008-E 5/8" MPEI2009-E 5/8" PE1988-E 5/8" MPEI2006-E 5/8" PEI1983-E 5/8" MPEI1999-E 5/8" PEI1984 1 1/8" MPE2009-E 3/4" STW1962 3/4" STW1962 1 1/8" MPE2011-E 3/4" STW1962 1 1/4" MPE1996 1 1/8" MPE2011-E 5/8" MPE2011-E 5/8" MPE2011-E 5/8" 5/8" MPEI2003 5/8" MPE2011-E 5/8" MPEI2008-E 5/8" MPE 5/8" PE1980 5/8" PE1980 5/8" PE1980 5/8" PE1980 3/4" STW1962 3/4" STW1962 3/4" STW1962 3/4" STW1962 5/8" MPEI2001 3/4" STW-U1963 3/4" STW1963 3/4" STW1962 5/8" MPEI1999 5/8" MPEI2008 5/8" MPEI2006-E 5/8" PEI1989-E 5/8" MPEI2006-E 5/8" PEI1981-E 5/8" PEI1979-E 1 1/8" MPEI2006-E 1 1/8" MPEI2006-E 1 1/8" MPE2006-E 5/8" MPEI2006-E 5/8" MPEI2006-E 5/8" MPEI2004-E 5/8" PEI1992-E 5/8" MPEI2000-E 5/8" MPEI2006-E 5/8" MPEI2006-E 5/8" MPE2000-E 5/8" MPEI2006-E Unknown" Unknown-E 5/8" MPEI2001-E5/8" MPEI2006-E 5/8" MPE2008 3/4" STW1962 3/4" STW1962 3/4" STW1962 3/4" STW1962 5/8" PEI1993 5/8" MPEI2000 3/4" STW1962 3/4" STW1962 3/4" STW1962 3/4" STW1962 5/8" MPEI2003 5/8" MPEI2003 5/8" PEI1993 5/8" MPEI2008 3/4" STW-U 5/8" MPEI2004 5/8" MPE2004 5/8" MPEI2004 5/8" MPEI2004 5/8" MPEI2004 5/8" MPEI2004 5/8" MPEI2004 1 1/8" MPE2006-E 5/8" MPE2004 5/8" MPE2004 5/8" MPE2004 5/8" MPEI2004 5/8" MPEI2004 5/8" PEI1993-E 5/8" MPEI2004 5/8" PE1988-E 5/8" PEI1992-E 5/8" MPE2004 5/8" PEI1993-E 5/8" MPEI2006-E 5/8" MPEI2006-E 5/8" PEI1980-E 1 1/8" MPE-92023-E 3/4"55'W5/8" MPE1999 3/4" STW-U1965 3/4" STW-U1963 3/4" STW-U1963 5/8" MPE1999 3/4" STW1963 3/4" STW1963 1 1/8" MPE2010-E 1 1/8" MPE2010 3/4" STW-U1963 3/4" STW-U1963 3/4" STW1963 3/4" STW1963 3/4" STW1963 1 1/8" MPE2013-E 3/4" STW1963 3/4" STW1963 5/8" MPE1999 5/8" MPEI2004 5/8" MPEI2003 5/8" MPEI2003 5/8" MPEI2003 5/8" MPEI2004 5/8" MPEI2004 5/8" MPEI2003 5/8" MPEI2003 5/8" MPEI2003 5/8" MPEI2004 5/8" MPE2004 5/8" MPEI2003 5/8" MPE2004 5/8" MPEI2003 5/8" MPEI2003 27'N,14'W 3'D JT BEGIN 28'N 3'd 3'd 2" RPTD 28'W J-4776 #4 NEG LEAD20'W34'S,16'WROPES16'S,32'W 20'S,40'EROPES18'S,29'E6' 10'N 2'S 28'W 6' 6'N 2'NEUF22'S,28'WN.RROPE 11611161 #B 3419 20'S AT unsetunset#4 CP CABLE 174'W 2-20 lbs109117953A A22'NA AShallow-1111 69'W,26'N TL TL TL 26'N,81'E 15'WTL 113'WTL 17'ST L174'WTLTLTL14'W23'WTLTL 129'WTLTL 27'W17'WTL 10903551939'NTL TL30'S TT T TTT T T TT TT T T T 17'S 19'S 19'S 7'S 11'S,42'E 17'S25'W17'S 17'S 19'S 19'S 5'W17'S 19'S13'W10'W17'S18'S 175'W203'W13'W19'S 19'S18'E17'N 128'WH 180'EH36'EH 10'SH 15'WH27'WH 27'WH H29'W16'WHH41'WH 45'EH H 26'W#4 CP Cable 137'W18'S,16'W 18'S,16'W 21'S46'S45'W 28'S 142'W 133''E 142'E 13'S31'W23'W176'N249'W4'S,PL52'W 120'N76'W 31'W 39'W 40'S94'E344'S178'E 245'E15'S109'E300'E365'ERS 887036002228'ERS 205'WT 173'WT T 22'S,26'WTT 9'S,7'W15'W125'WT28'WT T31'S B 174'WB 204'WS 299'EP B 42'S 32'WS 6'WS 9'W34'E20'ESS 127'EB B 30'S 245'ES S 31'S B 164'N 16'WS 33'EB P567'S B 191'SS 234'NS 21'SS 33'NB 300'EB13'W9'WECE CEC 70'N EC8'S,45'EDC17'S132'WECEC212'N 2" ST Casing2" ST Casing2" ST Casing2" ST Casing 2" ST CasingLCLC 145'E 146'E887035175279'SLC 23'SLC142'ELC LC 46'ELC BEGIN JT 30'S D2305E040, R2305E033, A2305E033S204080, Q206085 The information on the attached maps is subject to change without notice. Puget Sound Energy makes no warranty, expressed or implied, concerningthe suitability of this information for any purpose. Recipient agrees to not disclose this confidential information to any other person or entity,unless authorized in writing by Puget Sound Energy. This map is not to be used for determining the actual location of any PSE facilities (call 811).“ 05-15-2024 Scale 1:2369 Lat\Long=47.5027, -122.1713 MFP24002907