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Home My WebLink AboutMFP18000391DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP18000391 IVR Number: 18000391 Permit Informa!on Permit Name:Puget Sound Energy Gas Permits Address/Loca!on:01/19/2018Applica!on Date:8645520330Parcel Number:3227 SE 18TH ST Permit Type :01/29/2018Issue Date:Franchise Permit Work Class:01/29/2019Expira!on Date :Minor U%lity Job Number:107053564Franchise Type :Natural Gas Descrip!on:Work in ROW at 2 loca%ons: 200' east of intersec%on SE 18th ST and Monroe Ave SE , %e into exis%ng gas main for new plat feed. 130' north of intersec%on SE 158th St and 124th PL SE, %e into the exis%ng main for new plat feed. Main will extend 110' northwest to plat entrance . Open trench an%cipated . Restora%on per City of Renton standards . Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - GAS - BILLING 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant Stuart Benne@ Infrasource Services LLC 14103 Stewart Rd Sumner, WA 98490 B: (303) 419-8755 H: (425) 677-5197 C: (713) 985-6489 Contractor Business License Number: BL.036742Construc!on Contractor : INFRASL871C2 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - GAS - BILLING 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X General Condi!ons & 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. This permit and plans must be posted at the job site at all times. 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. Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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 206.510.0575)(Puget Sound Energy at 425.457.5816) 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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Puget Sound Energy 107053564 Anish Kumar 253-208-2183 anish.kumar@pse.com 3230 SE 18th St 98058 Allura at Tiffany Park Work within ROW at two locations: **Approx. 200' East of intersection SE 18th St & Monroe Ave SE, work in ROW to tie into existing gas main for new plat feed (tie-in location at 20' S C/L (of 18th St), 200' E C/L (of Monroe Ave)). **Approx. 130' North of (continued below) 110'x3'x5' PSE/Infrasource 253-208-2183 INFRASL871C2 BL.036742 1/18/2018 3227 SE 18th ST MFP18000391 Scott Warlick 1/23/2018 Justin Johnson 1-26-2018 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • 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. • 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 through 47.36.220, 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. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: Reset FormPrint Form 107053564 PSE/Infrasource Brian Harmon 425-495-5528 6905 S 228th St, Kent 98032 brian.harmon@pse.com 3230 SE 18th St TBD 2/5/2018 Anish Kumar 1/18/2018 MFP18000391 Justin Johnson 1-26-2018 8:00 am to 3:00 pm Monday through Friday SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • 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. 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 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). intersection SE 158th St & 124th Pl SE, tie into the existing main for new plat feed (tie-in location at 130' N C/L (of 158th St), 28' W C/L (of 124th Pl)). Main will extend approx. 110' Northward to plat entrance. Open trench anticipated, restoration per City of Renton standards. S E 1 8 t h S t SE 1 8 t h S tLake Youngs Way SE Monroe Ave SE Proposed RoadMonroe Ave SE 140' NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NO PARKING FROM TOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 Equipment par k i n g Tie in to main into new property UTILITY WORK AHEAD W21-7 UTILITY WORK AHEAD W21-7 INVENTORY: 2-UTILITY WORK AHEAD 4-NO PARKS 20-CONES 1-SPOTTER NOT TO SCA N S EW NOTIFY EMS AND POL 72 HOURS IN A CUSTOMER: CONTACT: LOCATION: DATE:W/O # Designed By: Robert Pratt Off: 503-723-7287 Ext 1013 Cell # 503-539-0548 WATCP@KNDSERVICES.NET WSTCS#010077 ORTCS#05152 PSE Marc Cabanag (253) 395-6825 K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 10' lanes 3. Maintain local access 4. Notify Transit Authority at least 48 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions Lane Width 10' Posted Speed 25 Flagger Taper 100' Buffer 50' Sign Spacing (X) 100'+/- Devices Taper 20' Devices Tangent 40' Legend Cone Gas Line NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 No Parking R7-T39 Spotter UTILITYWORK AHEAD W21-7 utility work ahead Work Area 3230 SE 18th St Renton WA 01/10/18 107053564 NOT TO SCALE Page 1 of 2 MFP18000391 NO PARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NO PARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T39 Pipe Line R / W Pipe Line R / W Proposed Road124th Pl SESE 158th S t SE 158th St 124th Ave SES E 1 6 0 t h S t Gas Tie In UTILITY WORK AHEAD UTILITY WORK AHEAD UTILITY WORK AHEAD 12370 CUSTOMER: CONTACT: LOCATION: DATE:W/O # Designed By: Robert Pratt Off: 503-723-7287 Ext 1013 Cell # 503-539-0548 WATCP@KNDSERVICES.NET WSTCS#010077 ORTCS#05152 PSE Marc Cabanag (253) 395-6825 3230 SE 18th St Renton WA 01/10/18 107053564 K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 10' lanes 3. Maintain local access 4. Notify Transit Authority at least 48 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions NOT TO SCALE Legend Cone Gas Line NO PARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 No Parking R7-T39 Spotter UTILITY WORKAHEAD W21-7 utility work ahead Work Area NOT TO SCALE N S EW NOTIFY EMS, FIRE AND POLICE 72 HOURS IN ADVANCE PLEASE SCHEDULE WITH DISPATCH @ 800-343-4049 OPT.1 AND PROVIDE A COPY OF THE APPROVED TRAFFIC CONTROL PLAN INVENTORY: 3-UTILITY WORK AHEAD 4-NO PARKS 1-SPOTTER 20-CONES PAGE 2 OF 2 MFP18000391 TRACT MSE 18TH ST124TH P L S E MONROE AVE SE ROAD A320932213227200'E2" PE-A IP 20'S7831192" PE-A IP 20'S76E0342" PE-A IP 20'W76E034155'E 1732ELEC ONLYSE 18TH STTRACT O TRACT CTRACT N53 '53'53' 53' ELECONLY124TH PL SE 124TH PL SETRACT LSE 158TH STCEDAR RIVERPIPELINE R/W141'N2" STW IP 28'W3754-1962 1237086'N2" STW IP 28'S3754-19622" STW IP 25'S3158-196128'E,25'S SEE CONST.DETAILSTRACT Q60'53'Owner / Developer Contact InfoofficeATTN:MAINVUE WA LLC1110 112TH AVE NE #202BELLEVUE, WA, 98004LUKE THORNTON206.743.2328THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)GENERAL NOTES - GAS (JOINT TRENCH):1" = 50'105083951107053564Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to twoworking days prior to construction. 1-800-424-5555Notify appropriate permitting agency prior to job start (see permit requirements).Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosionand Sediment Control and any additional local jurisdiction requirements.Any change in route, pipe size/type, tie-in method or additional main footage must be approved by theappropriate Engineer/Project Manager.Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.Check box on report for wire box (Test Lead) installation.Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas OperatingStandard 2525.2500.To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown onthis design, unless approved by the appropriate Engineer/Project Manager.System MAOP denoted by System MAOP = 60 PSIGInstall Main Valves out of traffic where possible.Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE GasOperating Standards 2525.1200 and 2525.2300.If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ .Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE GasField Procedures Manual 0812 and 0813.Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.Unless otherwise noted: All pipes installed in plat to be 2" MPE-7. All crossings to be Yellow 4" PVC. All Services to be 1-1/8" PE. / denotes service stub location. (________') denotes footage between fittings.Customer to dig and backfill on private property or easement only. Trenches must conform to PSE GasOperating Standards 2525.1500, 2525.1600 and 2525.1700.Note all recordable footages, locations and material changes on the as-built in red.Upon completion of the project send the print copy, along with the completed work order, listing crew & actualmaterials used to the appropriate design group.On site pre-con required before start of job.At symbol: install natural gas main piping and fixtures. Size as indicated on tables andwork sketch (gas main is to parallel power system unless otherwise shown on work sketch).Inclement weather conditions may cause delays in construction times and dates.19.20.18.16.17.15.14.13.6.9.11.12.10.8.7.3.5.4.2.1.DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrB. HARMON425.495.5528.C. SNYDER.3.2.17N. HOSSEINI.3.21.17REDT # ( RW-099696 )CITY OF RENTONALLURA AT TIFFANY PARK2" MPE-7 GAS MAIN EXTENSION - 94 S/F LOTSP# 212305904402 (3229 SE 18TH ST), RENTON, WA 98058PUGET SOUND ENERGY1070535641050839511" = 50'1 OF 3KING32CIKNC21SE-T23-R05E208.080211.085CABLE..TELEPHONE..RIGHT OF WAYALEX MALESIS425-462-3436...N/AN/AN/A21.Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500Reviewed and complied with all construction notes.Recorded all required information on the as-built per GOS 2500.1700.Completed post installation inspection per GOS 2525.1200 and 2525.2700.Left the work area in a clean and safe condition.FITTER'S CHECKLISTForeman's Name (printed) ___________________________________ Foreman's Signature________________________________________Company: Potelco Inc Date ______________(CHECK BOX TO CONFIRM COMPLETION)504148325107053564106320197GASPROJECT PHASENotification #Order #RetirementRelocateSAP SuperiorService StubsService/MeterHP Svc/MSADis. Reg. / FTInd. MSAInd. ServiceService/MeterService/Meter4680 06/11STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYGAS MAIN INSTALLATION/RETIREMENTSOAPAIRNITROGENWATERSOAPAIRNITROGENWATERSTOP TIMESTART TIMETESTED BYTEST RESULTSPFTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928PFType/WorkManufacturerPipe SizeTypeEst LengthAct LgthTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 03/10TEST RESULTS / / / / / /INSTALL2"MPE-7140 FTJOINT2"MPE-74168 FT................Contractor: CONSTRUCTION COST CODES:Cell Phone:Project Manager Contact Information:"Locates Required""Flagging Required"Yes NoYes NoE-Mail:Manager:BRIAN HARMON425.495.5528Brian.Harmon@pse.com60IP 132-60N/AN/ASITE PLANxxINSTALL 2" = 140 FTJOINT 2" = 4168 FT.........LTHORNTON@NOVASTARDEV.COMSITENVicinity Map47.4639, -122.1749MATCHLINE (SEE BELOW RIGHT)CCMATCHLINE (SEE ABOVE LEFT)CCM A T C H L I N E (SE E P A G E 2 ) (SE E P A G E 2 ) MA T C H L I N E A A B BT01 CONSTRUCTION DETAILSNOT TO SCALEINSTALL 2" MPE-7110' @ 17'WCL( )' @ ( )'WCLINSTALL 2" MPE-72' @ 130'NCL( )' @ ( )'NCLINSTALL 2" MPE-74' @ 130'SCL( )' @ ( )'SCL2" B.O. TIE-IN130'NCL, 28'WCL( )'NCL, ( )'WCL2" T.L. & T.F. 130'NCL, 26'WCL( )'NCL, ( )'WCL2" INLINE TEE130'NCL, 17'WCL( )'NCL, ( )'WCL2" POLYVALVE/OPEN240'NCL, 17'WCL( )'NCL, ( )'WCLBEGIN JOINT MAINJOINT 2" MPE-7124' @ 17'WCL TO 28'WCL( )' @ ( )'WCL TO ( )'WCL2" INLINE TEE361'NCL, 28'WCL( )'NCL, ( )'WCLJOINT 2" MPE-7165' @ 11'NCL( )' @ ( )'NCL2" CAP EOM/WIREBOX11'NCL, 137'ECL( )'NCL, ( )'ECLJOINT 2" MPE-7361' @ 28'WCL( )' @ ( )'WCL2" INLINE TEE28'NCL, 28'WCL( )'NCL, ( )'WCL2" INLINE TEE28'SCL, 28'WCL( )'SCL, ( )'WCLJOINT 2" MPE-7176' @ 28'WCL( )' @ ( )'WCLJOINT 2" MPE-759' @ 28'SCL( )' @ ( )'SCL2" FUSED TIE-IN20'SCL, 200'ECL( )'SCL, ( )'ECLINSTALL 2" MPE-724' @ 20'SCL TO 28'SCL( )' @ ( )'SCL TO ( )'SCL2" POLYVALVE/OPEN28'SCL, 224'ECL( )'SCL, ( )'ECLJOINT 2" MPE-7441' @ 28'SCL( )' @ ( )'SCLJOINT 2" MPE-766' @ 57'R( )' @ ( )'RJOINT 2" MPE-756' @ 31'ECL( )' @ ( )'ECL2" 90° ELBOW28'SCL, 31'ECL( )'SCL, ( )'ECL2" INLINE TEE28'NCL, 31'ECL( )'NCL, ( )'ECLJOINT 2" MPE-7283' @ 31'ECL TO 29'ECL TO 57'R( )' @ ( )'ECLTO ( )'ECLTO ( )'RJOINT 2" MPE-785' @ 11'ECL( )' @ ( )'ECLJOINT 2" MPE-791' @ 11'ECL( )' @ ( )'ECLJOINT 2" MPE-768' @ 57'R( )' @ ( )'R2" CAP EOM/WIREBOX57'R, 193'NCL( )'R, ( )'NCL2" CAP EOM/WIREBOX143'R, 11'NCL( )'R, ( )'NCL2" CAP EOM/WIREBOX137'R, 11'ECL( )'R, ( )'ECL2" INLINE TEE57'R, 11'ECL( )'R, ( )'ECL2" INLINE TEE57'R, 11'NCL( )'R, ( )'NCLMFP18000391 SE 18TH ST124TH PL SEROAD ATRACT GTRACT KROAD APIPELINE R/WTRACT Q53'53'53'58'53'53'53'TRACT PTHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrB. HARMON425.495.5528.C. SNYDER.3.2.17N. HOSSEINI.3.21.17REDT # ( RW-099696 )PERMIT TBDALLURA AT TIFFANY PARK2" MPE-7 GAS MAIN EXTENSION - 94 S/F LOTSP# 212305904402 (3229 SE 18TH ST), RENTON, WA 98058PUGET SOUND ENERGY107053564105083951AS SHOWN2 OF 3KING32CIKNC21SE-T23-R05E208.080211.085CABLE..TELEPHONE..RIGHT OF WAYALEX MALESIS425-462-3436...N/AN/AN/A.........overlapping existing coating 3".Tape wrap weld jointWrapped Steel Gas MainSteelPEPE MainTransition FittingTest Lead WiresTracer WireCP Test BoxTYPICAL TEST LEAD CONNECTION FOR PE MAINNOT TO SCALECONNECTED TO WRAPPED STEEL MAINCP NOTES:INSTALL PER PSE STANDARDS (4510.1020 - FIG. 4) IF LOWPSP READ. INSTALL 9LB ANODEAND BRING WIRE UP IN BOXWITH TEST LEAD OFF MAIN.NOTIFYCORROSION TECH. @N/AN/AMATCHLINE (SEE PAGE 1)(SEE PAGE 1)MATCHLINE ABBA1" = 50'SITE PLANJOINT 2" MPE-7599' @ 28'NCL( )' @ ( )'NCL2" 90° ELBOW28'SCL, 198'WCL( )'SCL, ( )'WCL2" 90° ELBOW28'NCL, 198'WCL( )'NCL, ( )'WCLJOINT 2" MPE-756' @ 198'WCL( )' @ ( )'WCLJOINT 2" MPE-7212' @ 28'SCL( )' @ ( )'SCLJOINT 2" MPE-7180' @ X'WCL( )' @ ( )'WCLJOINT 2" MPE-757' @ 28'SCL( )' @ ( )'SCLJOINT 2" MPE-754' @ 56'R( )' @ ( )'RJOINT 2" MPE-7120' @ 28'ECL( )' @ ( )'ECLJOINT 2" MPE-7101' @ 11'ECL( )' @ ( )'ECLJOINT 2" MPE-756' @ 28'SCL( )' @ ( )'SCL2" 90° ELBOW28'SCL, 28'ECL( )'SCL, ( )'ECL2" INLINE TEE28'SCL, 28'WCL( )'SCL, ( )'WCL2" INLINE TEE209'SCL, 28'WCL( )'SCL, ( )'WCL2" 90° ELBOW209'SCL, 28'ECL( )'SCL, ( )'ECL2" CAP EOM/WIREBOX56'R, 72'WCL( )'R, ( )'WCL2" CAP EOM/WIREBOX153'R, 11'ECL( )'R, ( )'ECL2" INLINE TEE56'R, 11'ECL( )'R, ( )'ECLJOINT 2" MPE-7 758' @ 28'ECL( )' @ ( )'ECLCROSSING CONDUIT TABLEX-ING#LOCATIONGASPOWERXINGLENGTHTYPE OF CROSSING(Feeder, Primary, Secondary, etc.)FROMTOSIZE(IN)TYPEQTYLOCATIONSIZE(IN)TYPEQTYX01J02Site "B"ELEC ONLY480150PRIMARYX1ASite "B"Site "C"ELEC ONLY4801140PRIMARYX02PV1Site "D"ELEC ONLY480160X03Lot 94Lot 22401E380260GAS SERVICE & SECONDARIESX04Lot 92Lot 42401E380260GAS SERVICE & SECONDARIESX05Lot 90Lot 62401E380260GAS SERVICE & SECONDARIESX06Lot 88Lot 574401N280360GAS MAIN & PRIMARIES4801X07Lot 88Lot 582401S380160GAS SERVICE & SECONDARYX08Lot 87Lot 592401S380160GAS SERVICE & SECONDARYX09Lot 86Lot 594401S280160GAS MAIN & PRIMARY & SECONDARY3801X10Lot 60Lot 722401N380160GAS SERVICE & SECONDARYX11Lot 62 Lot 702401N380260GAS SERVICE & SECONDARIESX12Lot 64Lot 682401N380260GAS SERVICE & SECONDARIESX13Lot 66Lot 464401-GAS ONLY60GAS MAINX14Lot 81Lot 732401N380260GAS SERVICE & SECONDARIESX15"Tract L"Lot 754401N380260GAS MAIN & SECONDARIESX16Lot 76Lot 772401W380125GAS SERVICE & SECONDARYX17"Tract L"Lot 782401N380160GAS SERVICE & SECONDARYX18"Tract L"Lot 792401N380160GAS SERVICE & SECONDARYX19"Tract L""Site A"ELEC ONLY2801105PRIMARYX20Lot 20Lot 72401N380260GAS SERVICE & SECONDARIESX21Lot 19Lot 92401S380160GAS SERVICE & SECONDARYX22Lot 19Lot 134401S380125GAS MAIN & SECONDARYX23Lot 13Lot 104401W380125GAS MAIN & SECONDARYX24Lot 57Lot 204401W280260GAS MAIN & PRIMARIESX25Lot 23Lot 552401E380260GAS SERVICE & SECONDARIESX26Lot 26Lot 532401W380260GAS SERVICE & SECONDARIESX27Lot 28Lot 512401E380160GAS SERVICE & SECONDARYX28Lot 30Lot 492401W380260GAS SERVICE & SECONDARIESX29Lot 32Lot 472401W380260GAS SERVICE & SECONDARIESX30Lot 34Lot 434401N280160GAS MAIN & PRIMARYX31Lot 35Lot 414401N280160GAS MAIN, PRIMARY & SECONDARIES38022" PVC PLUG /CAPS = 382" YELLOW SCH 40 PVC = 1105 FT2" DB120 GREY PVC = 685 FT2" PVC PLUG /CAPS = 184" PVC PLUG /CAPS = 184" YELLOW SCH 40 PVC = 470 FT3" DB120 GREY PVC = 2115 FT3" PVC PLUG /CAPS = 744" DB120 GREY PVC = 310 FT4" PVC PLUG /CAPS = 4 JOINT TRENCH DETAILNOTES:1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *2. Rocks greater than 10 inches diameter are not permitted in the final backfill.3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.4. Utilities shall not be stacked over the gas line in the trench.5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.* Alternatives to full-width trench shading require PSE approval.Primary & Secondary-Mainline Gas & Communications (NTS)PrimaryDirt PileFinal Grade24" Min36"Min CoverOver Power48"MaxDepthFinal BackfillGas4" Sand BeddingProperty Lineintercept (depth varies).SidewalkCurbLocation of roof drain48" TypicalWidth may vary perNumber of Utilitiesand Conduits6" or 12" Min Sand ShadingOver Gas after Compaction12" MinR/W orExcavated12" TypicalPowerSecondaryPowerTV & TEL12" Min12" MinSeparation4,51,21366" or 12" Min Sand Shading Over Power after Compaction1MFP18000391 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrB. HARMON425.495.5528.C. SNYDER.3.2.17N. HOSSEINI.3.21.17REDT # ( RW-099696 )PERMIT TBDALLURA AT TIFFANY PARK2" MPE-7 GAS MAIN EXTENSION - 94 S/F LOTSP# 212305904402 (3229 SE 18TH ST), RENTON, WA 98058PUGET SOUND ENERGY107053564105083951AS SHOWN3 OF 3KING32CIKNC21SE-T23-R05E208.080211.085CABLE..TELEPHONE..RIGHT OF WAYALEX MALESIS425-462-3436...N/AN/AN/A.........GAS SERVICE PIPE TABLEDESCRIPTIONOFACTIVITIESLOCATIONPIPEDESIGNAS-BUILTFROMTO LOTSIZE(IN)TYPELENGTH(FT)LOCATIONLENGTH(FT)EFVSIZELOCATIONREMARKSLS TWIN2" MAIN 1 & 21 1/8MPE-770( ')WCL2600LS TWIN2" MAIN3 & 41 1/8MPE-770( ')WCL2600LS TWIN2" MAIN5 & 61 1/8MPE-770( ')WCL2600LS TWIN2" MAIN7 & 81 1/8MPE-770( ')WCL2600LS SINGLE2" MAIN91 1/8MPE-770( ')NCL2600SS SINGLE2" MAIN101 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN111 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN121 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN131 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN141 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN151 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN161 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN171 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN181 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN191 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN201 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN211 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN221 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN231 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN241 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN251 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN261 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN271 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN281 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN291 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN301 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN311 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN321 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN331 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN341 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN351 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN361 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN371 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN381 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN391 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN401 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN411 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN421 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN431 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN441 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN451 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN461 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN47 & 481 1/8MPE-710( ')SCL2600SS SINGLE2" MAIN49 & 501 1/8MPE-710( ')SCL2600LS TWIN2" MAIN51 & 521 1/8MPE-770( ')SCL2600LS TWIN2" MAIN53 & 541 1/8MPE-770( ')SCL2600LS TWIN2" MAIN55 & 561 1/8MPE-770( ')SCL2600LS TWIN2" MAIN57 & 581 1/8MPE-770( ')SCL2600LS SINGLE2" MAIN591 1/8MPE-770( ')SCL2600SS SINGLE2" MAIN601 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN611 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN621 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN631 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN641 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN651 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN661 1/8MPE-710( ')ECL2600LS TWIN2" MAIN67 & 681 1/8MPE-770( ')ECL2600LS TWIN2" MAIN69 & 701 1/8MPE-770( ')ECL2600LS TWIN2" MAIN71 & 721 1/8MPE-770( ')ECL2600LS TWIN2" MAIN73 & 741 1/8MPE-770( ')NCL2600SS SINGLE2" MAIN751 1/8MPE-710( ')ECL2600SS SINGLE2" MAIN761 1/8MPE-710( ')ECL2600LS SINGLE2" MAIN771 1/8MPE-725( ')ECL2600LS SINGLE2" MAIN781 1/8MPE-770( ')SCL2600LS SINGLE2" MAIN791 1/8MPE-770( ')SCL2600SS SINGLE2" MAIN801 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN811 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN821 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN831 1/8MPE-710( ')NCL2600SS SINGLE2" MAIN841 1/8MPE-710( ')NCL2600GAS SERVICE PIPE TABLEDESCRIPTIONOFACTIVITIESLOCATIONPIPEDESIGNAS-BUILTFROMTO LOTSIZE(IN)TYPELENGTH(FT)LOCATIONLENGTH(FT)EFVSIZELOCATIONREMARKSSS SINGLE2" MAIN851 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN861 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN871 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN881 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN891 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN901 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN911 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN921 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN931 1/8MPE-710( ')WCL2600SS SINGLE2" MAIN941 1/8MPE-710( ')WCL2600SS SINGLES =631775FT 1 1/8" PE PIPELS SINGLES =5LS TWIN =122" MainNOT TO SCALECROSS SECTION - SE 18TH STLOOKING EASTS53' ROWPROP. 2" MPE-7 - 28'SCLNPROP. 2" MPE-7 - 28'NCLGGEX. 2" PE-A IP 20'SG783119NOT TO SCALECROSS SECTION - ROAD ALOOKING EASTS53' ROWPROP. 2" MPE-7 - 28'SCLNPROP. 2" MPE-7 - 28'NCLGGSPROP. 2" MPE-7 - 11'NGN20' ACCESSNOT TO SCALECROSS SECTION - TRACT QLOOKING EASTNOT TO SCALECROSS SECTION - 124TH PL SELOOKING NORTHE53' ROWPROP. 2" MPE-7 - 29'ECL TO 31'ECLWPROP. 2" MPE-7 - 28'WCLGGNPROP. 2" MPE-7 - 11'NGS20' ACCESSNOT TO SCALECROSS SECTION - TRACT NLOOKING WESTEPROP. 2" MPE-7 - 11'EGW20' ACCESSNOT TO SCALECROSS SECTION - TRACT OLOOKING NORTHWPROP. 2" MPE-7 - 11'EGE20' ACCESSNOT TO SCALECROSS SECTION - TRACT PLOOKING SOUTHCUSTOMER APPROVALI approve the location of the trench, including road crossings,and all electrical equipment as shown on print.________________________Customer's Signature________________________Print Name/DateMFP18000391