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HomeMy WebLinkAboutMFP17004721DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP17004721 IVR Number: 17004721 Permit Informaon Permit Name:Puget Sound Energy Gas Permits Address/Locaon :10/05/2017Application Date:3123059023Parcel Number:5301 TALBOT RD S Permit Type:10/13/2017Issue Date:Franchise Permit Work Class:10/15/2018Expiration Date:Major Utility Job Number:109103106Franchise Type:Natural Gas 01/04/2018Finalize Date: Inspector:Pat Miller 206-794-6162 Description:REPLACE ~3,001' OF EXISTING 1.25", 2" & 4" GAS MAIN IN TALBOT RD S, 192ND AND 98TH AVE S. INCLUDES DIRECTIONAL DRILL, OPEN TRENCH AND BORE PITS. All restoration must be to City of Renton Standards. Pre Construction Meeting at City Hall Required. Inspections will be billed at $60/hour. Revision: New ADA designs Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - GAS - 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant 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 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - GAS - 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized 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: 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 425.375.3397) 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: 2/01/2018 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov REVISION - FRANCHISE PERMIT APPLICATION Published: 2/01/2018 TO THE APPLICANT: Only Current Issued Permits Qualify for a Revision. For any work related to an expired or finaled permit, a new Franchise Permit Application shall be required. Submit an electronic copy of the plans with the Revision Franchise Permit Application to franchisepermits@rentonwa.gov. Permit # Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Approved Description of Work: Proposed Description of Work: Reason for change of work: “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 MFP17004721 Puget Sound Energy 109103106 253-208-2183 Anish Kumar anish.kumar@pse.com 5301 Talbot Rd S Dupont Pipe Replacement Replace ~3000' of existing 1.25", 2" & 4" gas main in Talbot Rd S, 192nd & 98th Ave S. Includes directional drill, open trench & bore pits. All restoration must be to City of Renton standards. Pre-con meeting at City Hall required. Inspections will be billed at $60/hour. 9/12/18 New ADA designs approved. Asked to fill out and submit revision form. Scott Warlick 11/6/2018 Justin Johnson 11/6/2018 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 - Gas 109103106 Anish Kumar 253-208-2183 anish.kumar@pse.com 5301 Talbot Rd S Crew to replace approx 3,001' of ex 1 1/4", 2" & 4" gas main in Talbot Rd S, 192nd St & 98th Ave S. Talbot Rd S & S 192nd St from Talbot to 98th Ave S to be directional drilled, open trench 98th Ave S, from approx 306' E of C/L of 98th Ave S-306' E of C/L of 98th Ave S. 24 - 5' x 7' Drill Pits, 7 - 3' x 5' Service Pits & 45 - 2' x 2' windows anticipated. 3,001 +/- PSE/Infrasource 253-208-2183 INFRASL871C2 BL.036742 8/08/17 MFP17004721 Scott Warlick 10/9/2017 Restoration per City of Renton Standards Justin Johnson 9-10-2018 Pre-con at City Hall required This is a major franchise permit and will be billed out at $60.00 per hour for inspection 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 109103106 PSE/Infrasource Services LLC Jeff Anderson 425-417-1764 6905 S 228th St, Kent, WA 98032 jeff.anderson2@pse.com 5301 Talbot Rd S TBD TBD Anish Kumar 8/08/17 MFP17004721 Justin Johnson Mon through Fri, Sat on request 10-12-2017 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). S 192ND ST98TH PL SS 192ND ST1010 12121212STOPFLAGG ER 1212'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'W20-1 to be placed 75' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4300' 300' 300' 300' 1010 STOPFLAGG ERW20-7AONE LANEROADAHEADW20-4ROADWORKAHEADW20-1100'100'B E P R E P A R E D T O S T O P W3-4 R O A DWO R K A H E A D W20-1100'100'100'PATH OF INSTALLATIONJob#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 1 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 8'-11' WCL of S 192nd St & from310' to 210' SCL of 98th Ave S.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 S 192ND ST98TH PL SS 192ND ST1010 12121212STOPFLAGG ER 1212'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'W20-1 to be placed 75' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4300' 300' 300' 300' 1010 STOPFLAGG ERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'BEPREPAREDTOS TOP W3-4ROADWORKAHEADW20-1 W20-7A100'100'100'PATH OF INSTALLATIONJob#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 2 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be11' WCL of S 192nd St & from 210'to ____' SCL of S 192nd St.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 S 192ND ST98TH PL SS 192ND ST1010 121212121212'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'W20-1 to be placed 75' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4300' 300' 300' 300'STOPFLAGG ER STOPFLAGG ERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'W20-7A100'100'100'BEPREPAREDTOS TOP W3-4ROADWORKAHEADW20-1 100'100'100'Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 3 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 98' ECL of 98th Ave S & 18' NCL ofS 192nd St.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 S 192ND ST98TH PL S10101212 1212ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'STOPFLAGG ER STOPFLAGG ER STOPFLAGGER BEPREPARED TOSTOP W3-4ROADWORKAHEADW20-1 W20-7A100'100'100'PATH OF INSTALLATION1212'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4300' 300' 300' 300'W20-1 to be placed 75' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 4 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 18' NCL of S 192nd St & from 98' to22' ECL of 98th Ave S.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 S 192ND ST98TH PL S1010 1212STOPFLAGGE RSTOPFLAG GE R STOPFLAGGER 1212ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'B E P R E P A R E D T OS T O P W3-4 R O A D W O R K AH E A D W20-1W20-7A100'100'100''X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'B E P R E P AR E D TOS TO P W3-4ROA DWOR K A H E AD W20-1 W20-7AON E L AN EROAD A H E AD W20-4300'300'300'300'W20-1 to be placed ____' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 5 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 29' ECL of 98th Ave S from CL to20' SCL of S 192nd St.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 98TH PL SS 192ND ST1010 12121212STOPFLAGGE R STOPFLAGG ER BEPREPAREDTOSTOP W3-4ROADWORKAHEADW20-1 W20-7A100'100'100'1212STOPFLAG GE RONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'PATH OF INSTALLATION100''X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4300' 300' 300' 300'W20-1 to be placed 75' Westof 102nd Ave SE.Sign distances increased to 300'between signs due to lack of visibilitycaused by downgrade of the hill.Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 6 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 18' NCL of S 192nd St & from 29'ECL to 175' WCL of 98th Ave S.PATH OF INSTALL28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 TALBOT RD S1111 98TH PL SS 192ND STS 192ND STTALBOT RD S 1010 12121010 1016BE PR E PAR ED TOSTOP W3-4ROADWORKAHEAD W20-1 W20-7A100'100'100'1212STOPFLAGG ERSTOPFLAGG ER PATH OF INSTALLATIONONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100''X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 7 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 18' NCL of S 192nd St & from 175'WCL of 98th Ave S to 22' ECL of Pvt Rd.PATH OF INSTALL28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 TALBOT RD S1111 98TH PL SS 192ND STS 192ND STTALBOT RD S 1010 12121010 10161212STOPFLAGGER STOPFLAGG ER ONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ROADWORKAHEADW20-1 ROADWORKAHEADW20-1'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'Job#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 8 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 22' ECL of Pvt Rd & from CL to 20'SCL of S 192nd St.TRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 TALBOT RD S1111 S 192ND STS 192ND STTALBOT RD S 1010 1010 1016STOPFLAGG ER STOPFLAGGER STOPFLAGGER STOPFLAGGE R PATH OF INSTALLATIONONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1 W20-7A350'350'350'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350''X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'Extra Flagger shall be atwork zone to assistpedestrians and cyclistsJob#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 9 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 18' NCL of S 192nd St & from 22'ECL of Pvt Rd to 26' WCL of Talbot Rd S.PATH OF INSTALL28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 TALBOT RD S1111 S 192ND STS 192ND STTALBOT RD S 1010 1010 1016ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350'STOPFLAGGE R ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1 W20-7A350'350'350'STOPFLAGGER STOPFLAGG ER ONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A100'100'100'STOPFLAGGER 'X'SIGNS TO BE USED AFTERHOURS PRECEDING AREAS(LANES) THAT HAVE PLATESON ROADWAYCAUTIONSTEEL PLATEON ROADWAYT78-AMOTORCYCLESUSE EXTREMECAUTIONW21-1701'X'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1100'PATH OF INSTALLATIONExtra Flagger shall be atwork zone to assistpedestrians and cyclistsJob#1091031065301 Talbot Road South, Renton, WASeptember 26, 2017Sheet 10 of 21 ina.ustemchuk@pse.com(425) 424-6425CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYPRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 26' WCL of Talbot Rd S & from CLto 34' SCL of S 192nd St.PATH OF INSTALL28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPMFP17004721 TALBOT RD STALBOT RD SS 50TH ST (PVT RD) S 50TH ST (PVT RD) SHATTUCK PL S S 48TH ST(PVT RD) S 48TH ST(PVT RD) STOP FLAGGER BIKELANEENDS W9-1BONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350'1711 101212 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' STOP FLAGGER ONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A350'350'350'CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 11 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be ____' ECL of Talbot Rd S & 137' SCL of S 48th St. PATH OF INSTALL 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP MFP17004721 TALBOT RD STALBOT RD SS 50TH ST (PVT RD)S 50TH ST (PVT RD) SHATTUCK PL S S 48TH ST(PVT RD) S 48TH ST(PVT RD) STOP FLAGGER STOP FLAGGER R9-9SIDEWALKCLOSEDR9-9SIDEWALKCLOSEDPATH OF INSTALLATION BIKELANEENDS W9-1BONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A350'350'350'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350'1711 101212 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100'8_X_10-PLATE8_X_10 - PL AT E TYPICAL: CREW WILL USE ADA COMPLIANT RAMPS FOR PEDESTRIAN DIVERSION (SEE DETAILS p. 12) CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 12 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 28' ECL of Talbot Rd S & from 137' SCL of S 48th St to 16' NCL to Shattuck Pl S. PATH OF INSTALL 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP4' Minimu m curb face Level Landing from Sidewalk to curb edge non-skid material Level Landing from Ramp ontostreet surface non-skid material Ramp Surface ADA compliant (12:1 slope) non-skid material (crew will assist) Stabilized material for full ramp support 12: 1 s l o p e 5' Cold Mix 5' x 8' steel plate 3/4"-1" thick,non-skid material cold mixcold mix non-skid plateSIDEWALKCLOSEDSIDEWALKCLOSED Crew will create pedestrian/ wheelchair ADA compliant ramps and assist pedestrians around work area. TYPICAL CONFIGURATION FOR PEDESTRIAN AND BIKE DIVERSION FOR SIDEWALK OR WALKWAY CLOSURES (OUTSIDE) 5' Miniumum MFP17004721 TALBOT RD STALBOT RD STALBOT RD SS 50TH ST (PVT RD) S 50TH ST (PVT RD) SHATTUCK PL S S 48TH ST(PVT RD)R9-9SIDEWALKCLOSEDFLAGGERS WILL ASSIST PEDESTRIANS TO CROSS A WORKING ZONE 1711 101212 STOP FLAGGER STOP FLAGGER R9-9SIDEWALKCLOSEDONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350'PATH OF INSTALLATION ONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A350'350'350'BIKELANEENDS W9-1BARRW-BRD 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 13 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 28' ECL of Talbot Rd S & from 16' NCL to Shattuck Pl S to 35' NCL of S 50th St. PATH OF INSTALL 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP MFP17004721 TALBOT RD STALBOT RD STALBOT RD SS 50TH ST (PVT RD)S 50TH ST (PVT RD) SHATTUCK PL S 1711 101212 RIGHT KEEP R4-7BARRW-BRDRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'CENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2RBIKELANEENDSW9-1BR9-9SIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9-11SIDEWALKCLOSEDAHEADR9-11SIDEWALK CLOSED AHEAD 1616 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 14 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 21' WCL of Talbot Rd S & 35' NCL of S 50th St. TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND TRENCH 28" TRAFFIC CONE ARROW BOARD MFP17004721 1313TALBOT RD STALBOT RD STALBOT RD SS 51ST CT 12 12 10 S 50TH ST (PVT RD)S 50TH ST (PVT RD) SHATTUCK PL S 101212 ARRW-BRDCONE TOPPERBIKELANEENDS W9-1BRIGHT LANECLOSEDAHEAD W20-5RROADWORKAHEAD W20-1W1-4L350'350'350'CENTER LANECLOSEDAHEADW9-3ROADWORKAHEADW20-1350'350'350'W4-2RR9-9SIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9-11SIDEWALKCLOSEDAHEADR9-11SIDEWALK CLOSED AHEAD PATH OF INSTALLATION 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 15 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 28' ECL of Talbot Rd S & from 35' NCL to 62' SCL of S 50th St. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 1313TALBOT RD STALBOT RD STALBOT RD SS 51ST CT 12 12 10 S 50TH ST (PVT RD)S 50TH ST (PVT RD) SHATTUCK PL S 101212ARRW-BRDBIKELANEENDSW9-1B1616RIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'PATH OF INSTALLATION CENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2RROADWORKAHEADW20-1R9-9SIDEWALKCLOSED R9-11SIDEWALK CLOSED AHEADR9-9SIDEWALKCLOSEDR9-11SIDEWALKCLOSEDAHEADX'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X' PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 16 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 62' SCL of S 50th St to 148' NCL of S 51st Ct. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 1313TALBOT RD STALBOT RD SS 51ST CT 12 12 10 12 12 10 S 50TH ST (PVT RD)S 50TH ST (PVT RD) 101212 ARRW-BRDBIKELANEENDSW9-1BROADWORKAHEADW20-1R9-9SIDEWALKCLOSEDR9-11SIDEWALKCLOSEDAHEADRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'PATH OF INSTALLATION CONE TOPPER CONE TOPPERCENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2R'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' RIGHT KEEP R4-7BR9-9SIDEWALKCLOSED R9-11SIDEWALK CLOSED AHEAD PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 17 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 148' NCL to 160' SCL of S 51st Ct. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 1313TALBOT RD STALBOT RD SS 51ST CT 12 12 10 12 12 10 ARRW-BRD BIKELANEENDSW9-1BROADWORKAHEADW20-1R9-9SIDEWALKCLOSEDRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'PATH OF INSTALLATION CONE TOPPERONLYR3-5RONLYR3-5RONLYR3-5RR9-9SIDEWALKCLOSED R9-11SIDEWALK CLOSED AHEAD CENTER LANE CLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2RR9-11SIDEWALKCLOSEDAHEAD'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' PEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 18 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 160' SCL of S 51st Ct to 730' NCL of S 192nd St. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 1515TALBOT RD STALBOT RD SS 53RD PL121212 12 12 10 ARRW-BRDBIKELANEENDSW9-1BR9-9SIDEWALKCLOSEDRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'ONLYR3-5RONLYR3-5RONLYR3-5RR9-11SIDEWALK CLOSED AHEAD CENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2RR9-9SIDEWALKCLOSED ROADWORKAHEADW20-1RIGHT KEEP R4-7B 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100'R9-11SIDEWALKCLOSEDAHEADPEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 19 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 730' NCL of S 192nd St to 115' NCL of S 53rd Pl. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 TALBOT RD S10101515S 192ND STS 192ND STS 192ND ST TALBOT RD STALBOT RD SS 53RD PL 10101016 12 12 12 12 12 10 BIKELANEENDSW9-1BR9-9SIDEWALKCLOSEDRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W1-4L350'350'350'R9-11SIDEWALK CLOSED AHEAD ROADWORKAHEADW20-1ARRW-BRDRIGHT KEEP R4-7BR9-9SIDEWALKCLOSED CENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1350'350'350'W4-2RPATH OF INSTALLATION 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100'R9-11SIDEWALKCLOSEDAHEADPEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 20 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 115' NCL to 115' SCL of S 53rd Pl. PATH OF INSTALL 28" TRAFFIC CONE TRAFFIC FLOW WORK VEHICLEWORK VEHICLE SIGN LOCATION WARNING FLAG LEGEND ARROW BOARD MFP17004721 TALBOT RD S1111 10101515S 192ND ST S 192ND ST S 192ND ST TALBOT RD STALBOT RD SS 53RD PL 10101016 12 12 12 BIKELANEENDSW9-1BSTOP FLAGGER STOP FLAGGER STOP FLAGGER STOP FLAGGERR9-9SIDEWALKCLOSEDONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A350'350'350'BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1 W20-7A 100'100'100' ONE LANEROADAHEAD W20-4ROADWORKAHEAD W20-1W20-7A350'350'350'PATH OF INSTALLATION R9-9 SIDEWALKCLOSEDFLAGGERS WILL ASSIST PEDESTRIANS TO CROSS A WORKING ZONE X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1100' 'X' SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY CAUTIONSTEEL PLATEON ROADWAY T78-A MOTORCYCLESUSE EXTREMECAUTION W21-1701 'X'R9-11SIDEWALKCLOSEDAHEADPEDESTRIAN BY PASS 5' MIN FROM OUTER CONES. SEE TYPICAL DETAIL SHEET 12 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Job#109103106 5301 Talbot Road South, Renton, WA September 26, 2017 Sheet 21 of 21 ina.ustemchuk@pse.com (425) 424-6425 N PSE PUGET SOUND ENERGY PRINT ON 11X17" SHEETS ONLY 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. 4. Sign size can be a minimum of 48" x 48" 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. 8. Work area will be 26' WCL of Talbot Rd S & from 115' SCL of S 53rd Pl to 18' NCL of S 192nd St. PATH OF INSTALL 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP MFP17004721 N Vicinity Map N/A Owner / Developer Contact Info officeATTN: N/A N/A N/A N/A N/A 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) 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 11287956 109103106 109106117 108599298 108599297 GAS PROJECT PHASE Notification #Order # Retirement Relocate SAP Superior Service/Meter Dis. Reg. / FT Ind. MSA Service/Meter 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 CP APPROVED PLOT PLAN SCALE: NONE 109103106DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr PC APPROVAL J.ANDERSON 425-398-6006 J.ANDERSON 425-398-6006 J.MALM 425-424-6421 7/28/17 E VOLIANSKYI 425-424-6426 7/31/17 J.ANDERSON 425-398-6006 . JOHNSON 206-571-8519 3/3/17 EXISTING RENTON DUPONT PIPE REPLACEMENT 5301 TALBOT RD S RENTON, WA 98055 109103106 1" = 30' 1/5 KING 32 SYSSKGPM NE06-22-05 212.080 215.081 Cell Phone: "Locates Required" "Flagging Required" Yes No Yes No E-Mail: Manager: Project Manager Contact Information: JEFF ANDERSON 425-417-1764 jeff.anderson2@pse.com 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 03/10 TEST RESULTS / / / / / / SAP BATCH YEAR & FOOTAGE ACTUAL LENGTH OF RETIREMENT MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT SIZE OF RETIRED MAINTALBOT RD SS 192ND ST (PVT RD) (S 55TH ST)S 192ND ST 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. BILL JOHNSON 206-571-8519 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) 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:#### S 53RD PL (PVT RD)98TH AVE S (PVT RD) S 51ST CT S 50TH PL (PVT RD) S 50TH ST (PVT RD) TALBOT S RD PRESSURE CONTROL REVIEW REQUIRED RETIRE 2" MPE 77' RETIRE 1-1/4" MPE 4' RETIRE 2" STW 10' 4" PE-A 1072' 2" PE-A 2070' 2" PE 9' PROJECT ENGINEER: CELL: EMAIL: CONSTRUCTION QUESTIONS: PROJECT CONTACT INFORMATION: CONST MANAGER: CELL: EMAIL: PROJ MANAGER: CELL: EMAIL: FOR MAIN DESIGNS REALIGNMENTS - FIELD DESIGNER SHALL BE CONTACTED: BILLING QUESTIONS: 425-417-1764 JEFF ANDERSON jeff.anderson2@pse.com 206-255-4824 STEVE MELLINGER steve.mellinger@pse.com 425-417-1764 JEFF ANDERSON jeff.anderson2@pse.com FIELD NOTES: ALL DUPONT AND STW PIPES SHALL BE RETIRED PER SCOPE OF WORK.1. 2.NOTIFY PROJECT MANAGER IF ADDITIONAL DUPONT AND/OR STW MATERIALS ARE FOUND DURING CONSTRUCTION, INCLUDING AT OR BEYOND THE CONNECTION POINTS. BYPASS INSTRUCTIONS: NOTIFY PSE PLANNING 2 WEEKS BEFORE START OF CONSTRUCTION DATE. JOAN BATES GAS SYSTEM PLANNING 425-462-3858 REQUEST FOR BYPASS SIZING: PLEASE INCLUDE THE JOB NUMBER, ADDRESS, PLAT & OP NUMBERS. CALL JOAN BATES BEFORE CONSTRUCTION TO CONFIRM. 425-462-3858 INSTALL 2 T/L WIRES AT EACH PE TO STW TRANSITION, PER B. JOHNSON, CP TECH 8/3/17 PC APPROVAL ... BOM for WO: 109103106 ITEM QTY DESCRIPTION PART NO. 47 20'PIPE 2" STRAIGHT MED DENSITY 7000263 46 1 PIPE 1-1/4" MED DENSITY COIL 7000169 45 1 TAP TEE 2" X 1-1/4" HDPE 9999563 44 1 TAP TEE 6" X 1-1/4" MDPE 9999554 43 1 VALVE 6" PE MED DENSITY 9998791 42 2 VALVE 4" PE MED DENSITY 9998790 41 3 BOX VALVE COMPLETE PLASTIC FOR 4" TO 8"9996262 40 5 BOX VALVE COMPLETE PLASTIC 1-1/8" TO 2"9996260 39 5 BOX SUPPORT 2" POLYVALVE 9996257 38 12 BRICK 4" X 8" X 2" THICK CONCRETE 9996191 37 5 VALVE 2" PE MED DENSITY 5600259 36 3377'WIRE #14 COPPER TRACER 8500940 35 1039'PIPE 6" STRAIGHT MED DENSITY 7000586 34 2142' PIPE 4" STRAIGHT MED DENSITY 7000466 33 196'PIPE 2" COIL MED DENSITY 7000261 32 50'PIPE 1-1/8" COIL MED DENSITY 7000121 31 10'CP WIRE #10 COPPER 8500930 30 1 WELD METAL CATHODIC MOLD 8500080 29 1 TRANSITION, 6" X 0.280" X SDR-13.5, GR B, WELD X FUSE 7800812 28 1 CP COPPER ADAPTER SLEEVE 7600540 27 4 CP BOX TEST STATION COMPLETE PLASTIC 5000307 26 3 TEE 2" X 5/8" HDPE TAP TEE 9999565 25 1 TEE 1-1/4" X 5/8" HDPE TAP TEE 9999562 24 1 TEE 1-1/4" X 1-1/8" HDPE TAP TEE 9999561 23 1 TEE 4" X 5/8" MDPE TAP-TEE 9999553 22 1 TEE 4" X 1-1/8" MDPE TAP-TEE 9999552 21 5 TEE 2" X 5/8" MDPE TAP-TEE 9999550 20 1 TEE-PUNCH, SERV 1/2" X 5/8" X 125 PSIG, PE OUTLET, 1/4" CUTTER 7800575 19 1 TEE 6" X 6" MDPE INLINE TEE 7800424 18 2 TEE 4" X 4" MDPE INLINE TEE 7800413 17 2 TEE 6" X 2" MDPE HV 9996713 16 6 TEE 4" X 2" MDPE HV 9996712 15 8 TEE 2" X 2" MDPE HV 9996711 14 1 ELL 6" X 4" 90 DEGREE WELD STD Y52 9996771 13 1 STOP-B/O 4" X 150 PSIG, MUELLER H-17160 7600766 12 1 REDUCER 6" X 4" MDPE 7200518 11 1 REDUCER 4" X 2" MDPE 7200504 10 1 REDUCER 2" X 1-1/4" MDPE 7200399 9 1 ELBOW 6" X 90 HDPE 6000741 8 1 ELBOW 6" X 45 MDPE 6000739 7 4 ELBOW 4" X 90 MDPE 6000674 6 9 ELBOW 2" X 90 MDPE 6000484 5 2 COUPLING 4" ELECTROFUSION FITTING 5800510 4 1 CAP, 4" X 0.237", Y-52, WELD 9996797 3 1 CAP 6" MDPE 5200732 2 2 CAP 4" MDPE 5200689 1 10 CAP 2" MDPE 5200649 PHASE 2 PHASE 1 INSTALL 4" MPE 2142' INSTALL 6" MPE 1039' INSTALL 2" MPE 196' RETIRE RETIRE RETIRE 60 60 PSIG NO NAME(PVT RD)MFP17004721 IP GAS FLOWIP GAS FLOWIP GAS FLOW IP GAS FLOW #301-304, 202,201,101, 102440 BLDG #A#301-304, 202,201,101, 102440 BLDG #AIP GAS FLOWIP GAS FLOWIP GAS FLOW IP GAS FLOWIP GAS FLOW 521252124907 4827 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 AT LEAST 2 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#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEDrawing NumberSAP Sup Order NbrPC APPROVALJ.ANDERSON 425-398-6006J.ANDERSON 425-398-6006J.MALM 425-424-6421 7/28/17E VOLIANSKYI 425-424-6426 7/31/17J.ANDERSON 425-398-6006 .JOHNSON 206-571-8519 3/3/17EXISTINGRENTONDUPONT PIPE REPLACEMENT5301 TALBOT RD SRENTON, WA 980551091031061" = 30' 2/5KING32SYSSKGPMNE06-22-05212.080215.081Inspected 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: InfraSource Construction Date ______________(CHECK BOX TO CONFIRM COMPLETION)4680 06/11MATCHLINE A-ATHIS SHEETMATCHLINE B-BSEE SHEET 3MATCHLINE A-ATHIS SHEETTALBOT RD S S 51ST CT (PVT)1Scale: NONE DETAIL1Scale: NONE DETAIL223Scale: NONE DETAIL3Scale: NONE DETAIL44S 48TH STS 50TH PL (PVT)S 50TH ST (PVT)PLOT PLANSCALE: 1" = 30'-0" (PVT RD)TALBOT S RDTALBOT RD S MFP17004721 IP GAS FLOWIP GAS FLOW IP GAS FLOWT&T 5301 401IP GAS FLOWIP GAS FLOWT&T5212THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 AT LEAST 2 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#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEDrawing NumberSAP Sup Order NbrPC APPROVALJ.ANDERSON 425-398-6006J.ANDERSON 425-398-6006J.MALM 425-424-6421 7/28/17E VOLIANSKYI 425-424-6426 7/31/17J.ANDERSON 425-398-6006 .JOHNSON 206-571-8519 3/3/17EXISTINGRENTONDUPONT PIPE REPLACEMENT5301 TALBOT RD SRENTON, WA 980551091031061" = 30' 3/5KING32SYSSKGPMNE06-22-05212.080215.081Inspected 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: InfraSource Construction Date ______________(CHECK BOX TO CONFIRM COMPLETION)4680 06/11MATCHLINE C-CTHIS SHEETMATCHLINE B-BSEE SHEET 2MATCHLINE D-DSEE SHEET 4MATCHLINE C-CTHIS SHEETTALBOT RD S TALBOT RD S S 53RD PL (PVT)Scale: NONE DETAIL5Scale: NONE DETAIL656PLOT PLANSCALE: 1" = 30'-0" STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYSOAP AIR NITROGEN WATERSOAP AIR NITROGEN WATERSTOP TIMESTART TIMETESTED BYTEST RESULTS P FTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928P FTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 03/10TEST RESULTS / / / / / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /GASSED UP PIPELINEPIPESEGMENTFOREMAN'SDATENAME60N/AMFP17004721 IP GAS FLOWIP GAS FLOWIP GAS FLOW IP GAS FLOW 19207 1920019206THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 AT LEAST 2 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#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEDrawing NumberSAP Sup Order NbrPC APPROVALJ.ANDERSON 425-398-6006J.ANDERSON 425-398-6006J.MALM 425-424-6421 7/28/17E VOLIANSKYI 425-424-6426 7/31/17J.ANDERSON 425-398-6006 .JOHNSON 206-571-8519 3/3/17EXISTINGRENTONDUPONT PIPE REPLACEMENT5301 TALBOT RD SRENTON, WA 980551091031061" = 30' 4/5KING32SYSSKGPMNE06-22-05212.080215.081Inspected 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: InfraSource Construction Date ______________(CHECK BOX TO CONFIRM COMPLETION)4680 06/11MATCHLINE D-DSEE SHEET 3MATCHLINE E-E SEE SHEET 5 TALBOT RD S (S 55TH ST)S 192ND STS 192ND STNO NAME (PVT RD)PLOT PLANSCALE: 1" = 30'-0" Scale: NONE DETAIL - PHASE 17A7Scale: NONE DETAIL - PHASE 27BPHASE 2PHASE 1PHASE 2PHASE 1MFP17004721 IP GAS FLOWIP GAS FLOWIP GAS F LOW IP GAS FLOWT&T19203THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 AT LEAST 2 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#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEDrawing NumberSAP Sup Order NbrPC APPROVALJ.ANDERSON 425-398-6006J.ANDERSON 425-398-6006J.MALM 425-424-6421 7/28/17E VOLIANSKYI 425-424-6426 7/31/17J.ANDERSON 425-398-6006 .JOHNSON 206-571-8519 3/3/17EXISTINGRENTONDUPONT PIPE REPLACEMENT5301 TALBOT RD SRENTON, WA 980551091031061" = 30' 5/5KING32SYSSKGPMNE06-22-05212.080215.081Inspected 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: InfraSource Construction Date ______________(CHECK BOX TO CONFIRM COMPLETION)4680 06/11MATCHLINE E-ESEE SHEET 4 (S 55TH ST)98TH AVE SS 192ND STS 192ND STPLOT PLANSCALE: 1" = 30'-0" Scale: NONE DETAIL88STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYSOAP AIR NITROGEN WATERSOAP AIR NITROGEN WATERSTOP TIMESTART TIMETESTED BYTEST RESULTS P FTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928P FTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 03/10TEST RESULTS / / / / / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAP AIR NITROGEN WATERP FTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /GASSED UP PIPELINEPIPESEGMENTFOREMAN'SDATENAME60N/AMFP17004721 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018 Max slope not to exceed 2% Ramp running slopes adjusted in revised drawing to minimize slope at back of landing. See Right of sheet for maximum extend feasible (MEF) statement. DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36 6/12/2018