HomeMy WebLinkAboutMFP20004127.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20004127
IVR Number: 20004127
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:09/14/2020Application Date:7227801595Parcel Number: 2909 NE 16TH ST
Permit Type:09/24/2020Issue Date:Franchise
Permit Work Class:09/24/2021Expiration Date:Major Utility
Job Number: 109129009Franchise Type:Natural Gas
Description: PSE gas relocate 1223' of gas main to avoid conflicts with cities project. That is total relocation footage there are 5
separate locations. Replace svc stubs to 12 svc's. Pothole all existing utilities. Restoration per City of Renton
standards
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
INFRASOURCE SVCS B: (206) 949-5846Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
SAUVE WILLIAM RAYMOND 14626 SE 245TH CT
KENT , WA 98042
Owner
Marita Bond
Puget Sound Energy - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 395-6346Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 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.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
MFP20004127
Scott Warlick CED 9/24/2020
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x 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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x 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 Applicant’s agents and employees.
x 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.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x 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:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
2909 NE 16th St Renton WA 98056 USAJEFFERSON AVE NE NE 16TH STINDEX AVE NE151514141212HARRINGTON AVE NEINDEX AVE NE
16161515141418181717
NE 15TH STKIRKLAND AVE NENE
1
6TH
STBUSSTOPBU
S
S
TOP1616 HARRINGTON AVE NE161616161313 1313 NE 16TH ST
16
16 1212STOP
FLAGGERSTOPFLAGGER STOPFLAGGERSIDEWALKCLOSEDR9-9SID
E
W
A
L
K
CL
O
S
E
DR9-9W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-1ROADWORKAHEAD W20-1ROADWORKAHEADW20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROA
D
WOR
K
AHEA
D W20-1W20-4ONE L
A
N
E
ROAD
AHEA
D100'100'100'W20-1ROADWORKAHEADAHEAD
USE OTHE
R
S
I
D
E
SIDEWALK
C
L
O
S
E
D AHEADUSE OTHER SIDESIDEWALK CLOSEDPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB#1091290092909 NE 16TH ST, RENTON, WA 9805607/10/20JOHN.CROFOOT@PSE.COM425-424-6658SHEET 1 of 9Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be along NE 16th St from Index AveNE to Jevverson Ave NE. Then South along JeffersonAve NE until NE 12th St.NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604028" TRAFFIC CONEWORK PITTRAFFIC FLOWSIGN LOCATIONSTOPFLAGGERLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20004127
2909 NE 16th St Renton WA 98056 USAJEFFERSON AVE NE NE 16TH ST151516161515141418181717
NE 15TH STKIRKLAND AVE NENE
1
6
TH
STBUSSTOPB
USS
TOP1616 NE 16TH STSTOP
FLAGGERSTOPFLAGGER
STOP
FLAGGER
R9-3C/WCLOSEDR9-3C/WCLOSEDOTHER SIDES/W CLOSEDSIDEWALK
CLOSEDR9-9AHEADUSE OTHER SIDESIDEWALK CLOSEDAHEAD
USE O
T
H
E
R
SI
D
E
SIDEW
A
L
K
C
L
O
S
E
DTHE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREAW20-7AROAD
WORK
AHEAD W20-1W20-4ONE LAN
E
ROAD
AHEAD
100
'100'100'
W20-1ROADWORKAHEAD W20-1ROADWORKAHEADPLACE SIGN ATHARRINGTON AVE NE1515
W20-7AROADWORKAHEADW20-1
W20-4ONE LANEROADAHEAD100'100'100'1515RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'PLACE SIGNS ALONG WORK AREAFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be along NE 16th St from Index AveNE to Jevverson Ave NE. Then South along JeffersonAve NE until NE 12th St.NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604028" TRAFFIC CONEWORK PITTRAFFIC FLOWSIGN LOCATIONSTOPFLAGGERLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB#1091290092909 NE 16TH ST, RENTON, WA 9805607/10/20JOHN.CROFOOT@PSE.COM425-424-6658SHEET 2 of 9MFP20004127
2909 NE 16th St
Renton
WA 98056
USA
JEFFERSON AVE NENE
1
6
T
H
S
T
1515 16161
5
1
5
1414
1818
1717NE 15TH STKIRKLAND AVE NENE 16
T
H
S
T
BUSSTOPBUS
STOP
16161
6
16STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'
100'100'
W20-
7
AROADWORKAHEADW20-
1
W20-
4ONE LANEROADAHEAD100'
100'
100'W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'RECEIVING PITS
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA
R
K W20-1ROAD
WORKAHEADW20-1ROADWORKAHEAD1515NE 16TH ST
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 3 of 9
MFP20004127
2909 NE 16th St
Renton
WA 98056
USA
JEFFERSON AVE NENE 16TH ST
1515 16161414
1818
1717KIRKLAND AVE NENE 16
T
H
S
T
BUSSTOPBUS
STOP
16161
6
16THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKSTOP
FLAGGER
STOP
FLAGGER
W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AW20-1ROADWORKAHEAD
W20-4ONE LANEROADAHEADX'X'W20-1ROADWORKAHEAD15151515
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 4 of 9
MFP20004127
KIRKLAND AVE NEJEFFERSON AVE NE1616W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'STOP
FLAGGER
STOP
FLAGGER
W20-1ROADWORKAHEADNE 13TH ST
16 16
16 16
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-P
A
R
K
1313THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
JEFFERSON AVE NEPuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 5 of 9
MFP20004127
10 10 10 1010 10 10 101616
10 10 10 1017
1818
NE 12TH STKIRKLAND AVE NEKIRKLAND AVE NENE 12TH ST JEFFERSON AVE NEHARRINGTON PL NE16NE 13TH ST1313THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
STOP
FLAGGER
STOP
FLAGGER
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA
R
K
W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'15 15
15 15 W20-7APuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 6 of 9
MFP20004127
171710 10 10 1010 10 10 1011
1
1
1
2
1
1
1
1
1616
10 10 10 1017
17
1818 KIRKLAND AVE NENE SUNSET BLVDKIRKLAND AVE NENE 12TH ST JEFFERSON AVE NEHARRINGTON PL NENE 13TH ST1313
THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
STOP
FLAGGER
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7ASTOP
FLAGGER
W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'X'W20-1ROADWORKAHEAD USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
1616
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 7 of 9
MFP20004127
NE SUNSET BLVD171710 10 10 1010 10 10 1011
1
1
1
2
1
1
1
1
17
1616
10 10 10 1017
17
1818
NE 12TH STKIRKLAND AVE NENE SUNSET BLVDK
I
R
K
L
A
N
D
A
V
E
N
EKIRKLAND AVE NENE 12TH ST JEFFERSON AVE NEHARRINGTON PL NE1
0
0
'
NE 13TH ST1313
STREETCLOSEDBARRICADE
R11-2R11-4R5-133ROAD CLOSEDTOTHRU TRAFFICLOCALACCESSONLYROADWORKAHEADW20-1ROADCLOSEDAHEADW20-3100'100'ARRW-BRD ROADWORKAHEADW20-1100'100'100'RIGHT LANECLOSEDAHEADW20-5RW4-2LW20-1ROAD
WORK
AHEADW20-1ROADWORKAHEADW20-1
R
O
A
D
W
O
R
K
AH
E
A
D
W20-1ROADWORKAHEAD R9-3C/WCLOSEDR9-3
C/WCLOSEDR11-4R5-133ROAD CLOSEDTOTHRU TRAFFICLOCALACCESSONLYPLACE SIGN AT
NE 16TH ST W20-1ROADWORKAHEADPLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR
K
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be along NE 16th St from Index Ave
NE to Jevverson Ave NE. Then South along Jefferson
Ave NE until NE 12th St.
28" TRAFFIC CONE
WORK PIT
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 8 of 9
MFP20004127
DETOURM4-9DETOURM4-9 DETOURM9-4R
DETOURM9-4RDETOURM4-9LDETOURM4-9LNE 12TH ST KIRKLAND AVE NEDETOURM9-4RPuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
DETOUR MAP
N PSE PUGETSOUNDENERGY
JOB#109129009
2909 NE 16TH ST, RENTON, WA 98056
07/10/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 9 of 9
MFP20004127
N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
PSE
N/A
N/A
PSE N/A
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
11714431
11714433 N/A
11714435 N/A
11714576 N/A
N/A N/A
N/A
GAS
PROJECT PHASE Notification #Order #
SVC Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
60
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
-----------------
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
FOOTAGE BETWEEN FITTINGS.
18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)109129009THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
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
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:#####
ROPE PROPOSED PIPE 2" MPE IP MAIN
WORK AREA
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60 IP088- 60
N/A
109129009
N/A
1"=30'1/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
INSTALL 2"MPE 1223'
SITE PLAN
SCALE: 1" = 100'-0"
N/AMN Retirement
RENTON
30 CSPSKGPI
SW 04 -23-05 204.080 205.084
N/A
N/A11714430
11714429
11531265
N/A
109129009
108620269
S. ALNEEMA 253.234.6301
425.559.4647
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
108623986
RETIRE 2"MPE 1096'
PUBLIC IMPROVEMENT
NE 16TH ST AND JEFFERSON AVE NE
2909 NE 16TH ST RENTON 98056
16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY:
17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:#####
#####
425.559.4647
G. HELTON 425.559.4647
G. HELTON
G. HELTON
N/A
Service/Meter
NE 16
T
H
S
T
PLOT PLAN A
SEE SHEET 2
PLOT PLAN B
SEE SHEET 3
PLOT PLAN CSEE SHEET 4INDEX
AVE
NEJEFFERSON AVE NENE 13TH ST
NE 12TH STPLOT PLAN DSEE SHEET 5NE 16
T
H
S
T
11714410
11714421 N/A
11714422 N/A
11714423 N/A
11714428
N/A
10913280611714409
11714427 N/A
11714426 N/A
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Service/Meter
MFP20004127
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
IP
G
A
S
F
L
O
W
NE 16TH ST
INDEX
AVE
NE
IP GA
S
F
L
O
W IP GAS
FLOW
IP
G
A
S
F
L
O
W28012807
28132811
28212815IP
GAS
FLOW
IP GA
S
F
L
O
W
IP GAS FLOW
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
PUBLIC IMPROVEMENT N/A
1"=30'2/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
TIE IN
TEE 2"X2" INLINE TEE
2'S C/L & 6'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
25'S C/L & 4'W C/L
____'S C/L & ____'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
TIE IN
TEE HV 2"X2" MPE
15'S C/L & 292'E C/L
___'S C/L & ___'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
Scale: NTS
TIE IN DETAIL1
2 Scale: NTS
TIE IN DETAIL2
2
CUT & CAP
CAP 2" MPE
15'S C/L & 290'W C/L
____'S C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
2'S C/L & 292'E C/L
___'S C/L & ___'E C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
S. ALNEEMA 253.234.6301
G.HELTON 425.559.4647
109129009
30 CSPSKGPI
SW 04 -23-05 204.080 205.084
NE 16TH ST AND JEFFERSON AVE NE
2909 NE 16TH ST RENTON 98056
RENTON
PLOT PLAN A
SCALE: 1" = 30'-0"
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE STORM PIPE AT 6'-9"
2'S C/L, 218'E C/L
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE WATER PIPE AT 4'-3"
2'S C/L, 26'E C/L
2
2
1
2
(____')(____')NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 2' TO CLEAR TOP OF
FUTURE STORM PIPE AT 2'-9"
16'S C/L, 230'E C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 2' TO CLEAR TOP OF
FUTURE STORM PIPE AT 2'-10"
15'S C/L, 206'E C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE STORM PIPE AT 5'
9'S C/L, 55'E C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE STORM PIPE AT 5'-4"
15'S C/L, 139'E C/L
PROPOSED PIPE 2" MPE IP MAIN
2'S C/L, ____S' C/L
PROPOSED PIPE 2" MPE IP MAIN
2'S C/L, ____S' C/L
MFP20004127
IP GAS FLOWIP GAS FLOW
IP GAS FLOW
IP GAS FLOW1501JEFFERSON AVE NENE 16TH ST
IP GAS FLO
W
IP GAS FLOWIP GAS FLOW
15311527151915181526151015011500IP GAS FLO
W
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
PUBLIC IMPROVEMENT N/A
1"=30'3/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
Scale: NTS
TIE IN DETAIL2
3
Scale: NTS
TIE IN DETAIL3
3
S. ALNEEMA 253.234.6301
G.HELTON 425.559.4647
109129009
30 CSPSKGPI
SW 04 -23-05 204.080 205.084
NE 16TH ST AND JEFFERSON AVE NE
2909 NE 16TH ST RENTON 98056
RENTON
PLOT PLAN B
SCALE: 1" = 30'-0"
Scale: NTS
TIE IN DETAIL1
3
TIE IN
TEE 2"X2" INLINE TEE
(SQUEEZE & FUSE TIE IN)
15'S C/L & 7'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
17'S C/L & 15'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
15'S C/L & 50'W C/L
____'S C/L & ____'W C/L
CUT & CAP
473'S C/L & 15'W C/L
____'S C/L & ____'W C/L
ELBOW 2"X90° MPE
9'S C/L & 7'W C/L
___'S C/L & ___'W C/L
ELBOW 2"X90° MPE
9'S C/L & 52'W C/L
___'S C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
15'S C/L & 52'W C/L
___'S C/L & ___'W C/L
ELBOW 2"X90° MPE
475'S C/L & 9'W C/L
___'S C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
475'S C/L & 15'W C/L
___'S C/L & ___'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE WATER PIPE AT 5.5'
9'S C/L, 4'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
9'S C/L, 35'E C/L
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE HYDRANT PIPE AT 4'
465'S C/L, 9'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
ROPE PROPOSED PIPE 2" MPE IP MAIN
FROM 48'S C/L & 9'W C/L
TO 54'S C/L & 9'W C/L
FROM ____'S C/L & ____'W C/L
TO ____'S C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
15'S C/L & 5'W C/L
____'S C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE WATER PIPE AT 5.5'
9'S C/L, 4'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'
9'S C/L, 7'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
9'S C/L, 35'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
45'S C/L, 8'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
45'S C/L, 8'W C/L
1
3
2
3
3
3
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'
151'S C/L, 9'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'
312'S C/L, 9'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
385'S C/L, 9'W C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 3' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2'-3"
215'S C/L, 15'W C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 3' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2'-3"
294'S C/L, 15'W C/L
NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 3' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2'-4"
294'S C/L, 15'W C/L (____')(____')(____')
(____')(____')NEW STUB 1 1/8" PE
BOTTOM OF PIPE TO BE BURIED
AT 2'-4" TO CLEAR TOP OF
FUTURE STORM PIPE AT 3'
324'S C/L, 8'E C/L
NEW STUB 1 1/8" PE
BOTTOM OF PIPE TO BE BURIED
AT 2'-4" TO CLEAR TOP OF
FUTURE STORM PIPE AT 3'
257'S C/L, 8'E C/L
MFP20004127
JEFFERSON AVE NENE 13TH ST
JEFFERSON AVE NEIP GAS FLOW141014091333IP GAS FLOW1410IP GAS FLOWTHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
PUBLIC IMPROVEMENT N/A
1"=30'4/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
G.HELTON 425.559.4647
109129009
30 CSPSKGPI
SW 04 -23-05 204.080 205.084
NE 16TH ST AND JEFFERSON AVE NE
2909 NE 16TH ST RENTON 98056
RENTON
Scale: NTS
TIE IN DETAIL2
4PLOT PLAN C
SCALE: 1" = 30'-0"
1
4
2
4
MATCHLINE A-A
SEE SHEET 5
Scale: NTS
TIE IN DETAIL1
4
CUT & CAP
11'N C/L & 15'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
9'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
9'N C/L & 15'W C/L
___'N C/L & ___'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
52'N C/L & 15'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
54'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
54'N C/L & 15'W C/L
___'N C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
298'N C/L & 15'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
296'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
296'N C/L & 15'W C/L
___'N C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
CUT & CAP
339'N C/L & 15'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
341'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
341'N C/L & 15'W C/L
___'N C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3'-3"
21'N C/L, 9'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'
306'N C/L, 9'W C/L
(____')
(____')
(____')
(____')(____')(____')NEW STUB 1 1/8" PE
TOP OF PIPE TO BE BURIED
AT 4' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3'
332'N C/L, 16'E C/L
MFP20004127
••••••••••••••••••••••••••••••••••••••••••NE 12TH STJEFFERSON AVE NE133312171209IP GAS FLOWIP GAS FLOW1209THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
PUBLIC IMPROVEMENT N/A
1"=30'5/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
G.HELTON 425.559.4647
109129009
30 CSPSKGPI
SW 04 -23-05 204.080 205.084
NE 16TH ST AND JEFFERSON AVE NE
2909 NE 16TH ST RENTON 98056
RENTON
Scale: NTS
TIE IN DETAIL2
5
PLOT PLAN D
SCALE: 1" = 30'-0"
2
5
1
5
CUT & CAP
26'N C/L & 17'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
24'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
24'N C/L & 17'W C/L
___'N C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'
33'N C/L, 9'W C/L
CUT & CAP
254'N C/L & 15'W C/L
____'N C/L & ____'W C/L
ELBOW 2"X90° MPE
256'N C/L & 9'W C/L
___'N C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
256'N C/L & 15'W C/L
___'N C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN (____')
(____')(____')(____')Scale: NTS
TIE IN DETAIL1
5
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
33'N C/L, 9'W C/L
MATCHLINE A-A
SEE SHEET 4
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3' TO CLEAR TOP OF
FUTURE HYDRANT PIPE AT 4'
33'N C/L, 9'W C/L
NEW STUB 1 1/8" PE
BOTTOM OF PIPE TO BE BURIED
AT 2.5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
53'N C/L, 5'E C/L
POLYVALVE 1 1/8" MPE (OPEN)
WITH VALVE BOX & SUPPORT
53'N C/L & 7'W C/L
____'N C/L & ____'W C/L
MFP20004127