The URL can be used to link to this page

Home My WebLink AboutMFP19006593.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP19006593 IVR Number: 19006593 Permit Informaon Permit Name:Puget Sound Energy Gas Permits Address/Locaon :12/09/2019Application Date:1023059005Parcel Number:4650 NE 10TH ST Permit Type:01/03/2020Issue Date:Franchise Permit Work Class:01/02/2021Expiration Date:Major Utility Job Number:109102802Franchise Type:Natural Gas Description:Relocate 2035' of gas pipe for City project. T&T 5 existing services over to new main. Restoration per City of Renton standards. APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy C: (425) 892-0416Applicant Stuart Bennett 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: 36742Construction Contractor: INFRASL871C2 VO TRUNG VAN 4650 NE 10TH ST RENTON , WA 98059 Owner Marita Bond Puget Sound Energy Billing 6905 S 228 St Kent, WA 98032 B: (253) 395-6346Specialized Billing X General Condions & 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: https://permitting.rentonwa.gov 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 425.375.3397) 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. (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 of 1 | Published: 1/2/2019 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: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. 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: տ New Construction տ Repair/Relocate տ Underground տ Overhead տ Sidewalk տ Street տ Open Trench տ 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 $125/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 - Gas 109102802 CORRIE RYDBERG (253) 234-6410 CORRIE.RYDBERG@PSE.COM 4650 NE 10TH ST RELOCATE 2035' OF GAS PIPE FOR CITY PROJECT - T&T 5 EXISTING SERVICES OVER TO NEW MAIN 1 POTHOLE EXCAVATION OVER EXISTING GAS MAIN ON E. SIDE OF DUVALL BETWEEN NE 8TH & NE 7TH. PLEASE SEE ATTACHED. ✔✔✔✔ ✔✔2035'L x 2'W x 42"D Infrasource (253) 234-6410 INFRASL871C2 BL036742 Corrie Rydberg Digitally signed by Corrie Rydberg Date: 2019.12.09 20:21:27 -08'00'12/09/19 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 109102802 Infrasource GLENN HELTON (425) 559-4647 6905 S 228th St, Kent, WA 98032 GLENN.HELTON@PSE.COM 4650 NE 10TH ST TBD TBD CORRIE RYDBERG 12/09/19 Corrie Rydberg Digitally signed by Corrie Rydberg Date: 2019.12.09 20:21:44 -08'00' 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). 1111111111 11111111 17171515 1212131 2 1 2DUVALL AVE NENE 7TH PL DUVA L L P L N ECHELAN PL NENE 8TH ST 11111111 ARRW-BRD ROAD WORK AHEAD W20-1350'350'350'RIGHT LANE CLOSED AHEAD W20-5RW4-2LW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADSIGN 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 POTHOLE PROJECT TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 1 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 1212121212 12 1111 11 111111121212121211111111 11 11 11111212NE Sunset B l v d DUVALL AVE NEDUVALL AVE NEW12-1BIKESMERGE WITHTRAFFICW4-1BBIKELANEENDSW9-1BCENTER LANECLOSEDAHEADW9-3ROADWORKAHEADW20-1THRUTRAFFICMERGELEFTW4-7L350'350'350'W20-1ROADWORKAHEADW20-1ROADWORKAHEAD CENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1W4-2R350'350'350'RIGHTKEEPR4-7BRIGHT KEEP R4-7B LEFTKEEPR4-8BBUSSTOPSIGN 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 2 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 111111111212121212 NE 12TH ST 12 1212121111111111 11 111112 12 NE Sunse t B l v d 14 14 14 14 DUVALL AVE NEDUVALL AVE NEDUVALL AVE NEONLYR3-5RLEFTKEEPR4-8BRESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE ROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LCENTER LANECLOSEDAHEAD W9-3ROAD WORKAHEAD W20-1350'350'W20-1ROADWORKAHEADW20-1ROADWORKAHEAD 12 12 12 12 12 12 12 12 11 11 11 11 11 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 3 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 12 12 12 121111 11111212121212 NE 12TH ST 14 14 14 14 DUVALL AVE NEDUVALL AVE NEARRW-BRD ARRW-BRDROADWORKAHEADW20-1W20-7A350'350'350'RIGHTTWO LANESCLOSEDAHEADW20-5RONLYR3-5RPOLICEUPO STOP FLAGGER STOP FLAGGER 50' MIN W20-7AW20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' ROAD WORKAHEAD W20-1W20-7ALEFT LANE CLOSEDAHEAD W20-5L350'350'350'ARRW-BRD RIGHTKEEPR4-7BCONETOPPERR9-3C/WCLOSEDR9-3 C/WCLOSEDDETOURM4-9bDETOURM4-9b RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 4 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 12 12 12 121111 11111212121212 NE 12TH ST 14 14 14 14DUVALL AVE NEARRW-BRDARRW-BRDROADWORK AHEADW20-1W20-7A350'350'350'RIGHTTWO LANESCLOSEDAHEADW20-5RONLYR3-5RCONETOPPER RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE STOP FLAGGER STOP FLAGGER POLICEUPO CONETOPPERRIGHTKEEPR4-7BARRW-BRD ROADWORKAHEAD W20-1W20-7ALEFT LANECLOSED AHEAD W20-5L350'350'350'W20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'100'W20-7ASIGN 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 5 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 111111111212121212 NE 12TH ST 14 14 14 14 DUVALL AVE NEDUVALL AVE NEARRW-BRD LEFTKEEPR4-8BROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LW20-1ROADWORKAHEAD W20-1ROADWORKAHEADRESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 141416164650 16 16 7712 12 12 12 12 12 12 12 NE 10TH ST DUVALL PL NEDUVALL AVE NEARRW-BRDRIGHTKEEPR4-7BROAD WORK AHEAD W20-1350'350'350'W4-2RLEFT LANE CLOSEDAHEAD W20-5LW20-1ROADWORKAHEADW20-1ROADWORKAHEADCREW WILL TRENCH APROX. 250' PER DAY, CREW TO MOVE CONES AND SIGNS SOUTH AS WORK PROGRESSES SOUTH. 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 6 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 788 1414161616 16 7712 12 12 12 12 12 12 12 NE 10TH ST DUVALL PL NEDUVALL AVE NER9-3C/WCLOSEDR9-3 C/WCLOSEDDETOURM4-9bDETOURM4-9b STOP FLAGGER STOP FLAGGER POLICEUPO RIGHTKEEPR4-7BARRW-BRD 12 12 12 12 ROAD WORK AHEAD W20-1W20-7ALEFT LANECLOSEDAHEAD W20-5L350'350'350'ROADWORKAHEADW20-1W20-7A350'350'350'RIGHTTWO LANESCLOSEDAHEADW20-5RARRW-BRD LEFTKEEPR4-8BW20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'X'W20-1ROADWORKAHEADW20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' 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 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB109102802 4650 NE 10TH ST, RENTON, WA 98059 12/03/19 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 7 of 7 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. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be along Duvall Ave NE between NE Sunset Blvd and NE 10th St. N 905+00906+00907+00908+00909+00910+00911+00912+00913+00914+00915+00916+00917+00918+00919+00920+00921+00922+00923+00924+00925+00926+00927+00928+00929+00929+71889+00890+00891+00892+00893+00894+00895+00896+00897+00898+00899+00900+00901+00902+00903+00904+00N Vicinity Map Owner / Developer Contact Info officeATTN: PSE N/A N/A PSE N/A 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: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 11286858 109102802 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A GAS PROJECT PHASE Notification #Order # Retirement Relocate SAP Superior Service/Meter Service/Meter HP Svc/MSA Dis. Reg. / FT Ind. MSA Ind. Service Service/Meter Service/Meter SYSTEM 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. ----------------- 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) SITE PLAN SCALE: 1" = 50'-0" 109102802DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr M. HAACK 206.795.5834 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: Project Manager Contact Information: E-Mail: Name: 425.559.4647 glenn.helton@pse.com GLENN HELTON 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:##### SAP BATCH YEAR & FOOTAGE ACTUAL LENGTH OF RETIREMENT MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT SIZE OF RETIRED MAIN ROPE PROPOSED PIPE 2" MPE IP MAIN WORK AREA N/A RENTON DUVALL AVE NE IMPROVEMENTS PUBLIC IMPROVEMENT 4650 NE 10TH ST, RENTON WA 98059 109102802 N/A 1"=50'1/4 KING 30 CSPSKGPM NW 10-23-05/SW 03-23-05 204.086 205.086/206.086 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A G. HELTON 425.559.4647 G. HELTON 425.559.4647 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 RETIRE 4"PE 2029' RETIRE 2"MPE 2' INSTALL 4"MPE 2035' INSTALL 2"MPE 32' NE SUN S E T B L V D DUVALL AVE NENE 10TH STPLOT PLAN BSEE SHEET 2PLOT PLAN CSEE SHEET3PLOT PLAN DSEE SHEET4NE 12TH ST S. ALNEEMA 253.234.6301 MATCHLINE A-A THIS SHEET MATCHLINE A-A THIS SHEETPLOT PLAN ASEE SHEET 2SITE PLAN SCALE: 1" = 50'-0" DUVALL AVE NENE 9TH ST NE 7TH PL NE 8TH ST 99+00100+00101+00102+00103+00104+00105+00106+00107+00108+00PI STA 100+00.00 CB#23 NE 10TH ST DUVALL AVE NEIP GAS FLOWIP GAS FLOW107010581102IP GAS FLOW 906+00907+00908+00909+00910+00911+00912+00913+00914+0084+0085+0086+0087+0088+00PC STA 86+83.48 891+00892+00893+00894+00IP GAS FLOW IP GAS FLOW IP GAS FLOWNE 7TH PL NE 8TH ST DUVALL AVE NEInspected 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: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 PLOT PLAN B SCALE: 1" = 50'-0" DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr 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) HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END ROPE PROPOSED PIPE 2" MPE IP MAIN N/A RENTON DUVALL AVE NE IMPROVEMENTS PUBLIC IMPROVEMENT 4650 NE 10TH ST, RENTON WA 98059 109102802 N/A 1"=50'2/4 KING 30 CSPSKGPM NW 10-23-05/SW 03-23-05 204.086 205.086/206.086 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A G. HELTON 425.559.4647 G. HELTON 425.559.4647 TIE IN STOPPER 4"X150 B/O & ELBOW 4"X90° WELD 23'N C/L & 10'W C/L ____'N C/L & ____'W C/L TRANSITION FITTING 4" MPE 25'N C/L & 10'W C/L ____'N C/L & ____'W C/L CP WIRE #10 TEST LEAD & CP TEST LEAD BOX COMPLETE ___'N C/L & ___'W C/L PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4'-8") 560'N C/L, ____'N C/L TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4'-8") 658'N C/L, ____'N C/L (____')MATCHLINE B-B SHEET 3 TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4'-10") 806'N C/L, ____'N C/L M. HAACK 206.795.5834 S. ALNEEMA 253.234.6301 PLOT PLAN A SCALE: 1" = 50'-0" POTHOLE 4" PE MN AT EXISTING 18" STORM CROSSING ( 62'S of NE 8TH ST C/L, 28'E OF DUVALL AVE NE C/L ). CALL CM OR PM AND LET THEM KNOW WHAT THE SEPARATION IS. TEE TAP 4"X5/8" MPE (PURGE TEE) ____'N C/L & ____'W C/L 109+00110+00111+00112+00113+00114+00115+00116+00117+00PI STA 113+17.25 NE 12TH ST DUVALL AVE NE1568'N IP GAS FLOW1102461346211 IP GAS FLOW 915+00916+00917+00918+00919+00920+00921+00922+00923+00IP GAS FLOWIP 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: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 PLOT PLAN C SCALE: 1" = 50'-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) HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END(____')ROPE PROPOSED PIPE 2" MPE IP MAIN N/A RENTON DUVALL AVE NE IMPROVEMENTS PUBLIC IMPROVEMENT 4650 NE 10TH ST, RENTON WA 98059 109102802 N/A 1"=50'3/4 KING 30 CSPSKGPM NW 10-23-05/SW 03-23-05 204.086 205.086/206.086 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr G. HELTON 425.559.4647 G. HELTON 425.559.4647 MATCHLINE B-B SHEET 2 MATCHLINE C-C SHEET 4 TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4'-8") 1545'N C/L, ____'N C/L PROPOSED PIPE 2" MPE IP MAIN 6'S C/L, ____'S C/L PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4'-10) 321'S C/L, ____'S C/L TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 4.5') 122'S C/L, ____'S C/L BOTTOM OF PIPE TO BE BURIED AT 3' TO CLEAR FUTURE WATER CROSSING (TOP OF NEW WATER PIPE IS AT 3'-9") 12'N C/L, ____'N C/L FUTURE 4'X6' FILTERRA M. HAACK 206.795.5834 S. ALNEEMA 253.234.6301 TIE IN TEE 4"X4" INLINE TEE 6'S C/L & 10'W C/L ____'S C/ & ____'W C/L CUT & CAP CAP 2" MPE 10'S C/L & 39'W C/L ____'S C/L & ____'W C/L DEACTIVATE IN PLACE EXISTING 2" PE IP MAIN ELBOW 2"X90° MPE 6'S C/L & 41'W C/L ___'S C/L & ___'W C/L REDUCER 4"X2" MPE 6'S C/L & 12'W C/L ___'S C/L & ___'W C/L TIE IN TEE HV 2"X2" MPE 10'S C/L & 41'W C/L ____'S C/L & ____'W C/L PROPOSED PIPE 2" MPE IP MAIN TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING AT 31'W C/L (BOTTOM OF NEW STORM PIPE IS AT 4'-8") 6'S C/L, ____'S C/L PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L (____')(____')(____') PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L Scale: NTS TIE IN DETAIL1 (____') POLYVALVE 2" MPE (OPEN) WITH VALVE BOX & SUPPORT 6'S C/L & 38'W C/L ____'S C/L & ____'W C/L TEE TAP 2"X5/8" MPE (GAUGE TEE) ____'S C/L & ____'W C/L TEE TAP 2"X5/8" MPE (PURGE TEE) ____'S C/L & ____'W C/L 118+00119+00120+00121+00122+00123+00123+36PC STA 117+69.32 PT STA 118+70.40 EP STA 123+35.94 NE SU N S E T B L V D ( W A - 9 0 0 ) 2038'N IP GAS FLOWIP GAS FLOW46192 DUVALL AVE NE924+00925+00926+00927+00928+00929+00929+71IP GAS FLOWInspected 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: InfraSource Construction Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 PLOT PLAN C SCALE: 1" = 50'-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) HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BP1 START BP2 END BP3 START BP4 END BP5 START BP6 END BP7 START BP8 END BP9 START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP18 END BP19 START BP20 END ROPE PROPOSED PIPE 2" MPE IP MAIN N/A RENTON DUVALL AVE NE IMPROVEMENTS PUBLIC IMPROVEMENT 4650 NE 10TH ST, RENTON WA 98059 109102802 N/A 1"=50'4/4 KING 30 CSPSKGPM NW 10-23-05/SW 03-23-05 204.086 205.086/206.086 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DESIGNED BY PUGET SOUND ENERGY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr G. HELTON 425.559.4647 G. HELTON 425.559.4647 MATCHLINE C-C SHEET 3 TOP OF PIPE TO BE BURIED AT 6' TO CLEAR FUTURE STORM CROSSING (BOTTOM OF NEW STORM PIPE IS AT 5') 2035'N C/L, ____'N C/L TIE IN ELBOW 4"X90° MPE 2041'N C/L & 27'W C/L ___'N C/L & ___'W C/L ELBOW 4"X90° MPE 2041'N C/L & 10'W C/L ___'N C/L & ___'W C/L (____') DEACTIVATE IN PLACE EXISTING 4" PE MAIN PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L Scale: NTS TIE IN DETAIL2 PROPOSED PIPE 4" MPE IP MAIN 10'W C/L, ____'W C/L BOTTOM OF PIPE TO BE BURIED AT 3.5' TO CLEAR FUTURE WATER CROSSING (TOP OF NEW WATER PIPE IS AT 4.5') 12'N C/L, ____'N C/L M. HAACK 206.795.5834 S. ALNEEMA 253.234.6301 BOTTOM OF PIPE TO BE BURIED AT 3.5' TO CLEAR FUTURE WATER CROSSING (TOP OF NEW WATER PIPE IS AT 4.5') TEE TAP 4"X5/8" MPE (PURGE TEE) ____'N C/L & ____'W C/L