HomeMy WebLinkAboutMFP17004721DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17004721
IVR Number: 17004721
Permit Informa!on
Permit Name:Puget Sound Energy Gas Permits
Address/Loca!on:10/05/2017Applica!on Date:3123059023Parcel Number:5301 TALBOT RD S
Permit Type :10/13/2017Issue Date:Franchise
Permit Work Class:10/15/2018Expira!on Date :Major U*lity
Job Number:109103106Franchise Type :Natural Gas
Descrip!on: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 restora*on must be to City of Renton Standards.
Pre Construc*on Mee*ng at City Hall Required.
Inspec*ons will be billed at $60/hour.
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - GAS - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
Stuart BenneF
Infrasource Services LLC
14103 Stewart Rd
Sumner, WA 98490
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contractor
Business License Number: BL.036742Construc!on Contractor : INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
ANISH KUMAR
PUGET SOUND ENERGY - GAS - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
Billing
X
General Condi!ons & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
This permit and plans must be posted at the job site at all times.
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575)(Puget Sound Energy at 425.457.5816) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
MFP17004721
Scott Warlick 10/9/2017
Restoration per City of Renton Standards
Justin Johnson 10-12-2017
Pre-con at City Hall required
This is a major franchise
permit and will be billed
out at $60.00 per hour for
inspection
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
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
MFP17004721
Justin Johnson
Mon through Fri, Sat on request 10-12-2017
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
8:00 am (8:30 am on talbot) to 4:00 pm
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).
may need check dams to pump out the excess water
coordinate for paving back. as soon as possible
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
MFP17004721
MFP17004721
MFP17004721
MFP17004721
MFP17004721
MFP17004721
MFP17004721
MFP17004721
MFP17004721
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
DocuSign Envelope ID: 650048DA-BCAE-493C-84C0-000754EC4C36
6/12/2018