HomeMy WebLinkAboutMFP23001236.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23001236
IVR Number: 23001236
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:03/07/2023Application Date:1823059079Parcel Number: 275 RAINIER AVE S
Permit Type:08/29/2023Issue Date:Franchise
Permit Work Class:08/28/2024Expiration Date:Major Utility
Job Number: 109130700Franchise Type:Natural Gas
Description: PSE Gas Install 1494' 6" PE Main in Joint Utility Trench. Install 120' 2" PE Main, & 30' 4" STW Main in ROW. 3 Service
Replacements, 6 Service Test and Ties. Restoration per City of Renton standards
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
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 425.235.7736) (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
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST 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 traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 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.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o 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.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
INFRASOURCE, INC
6905 S 228TH ST KENT, WA 98032
PLEASE SEE ATTACHED
109130700
275 RAINIER AVE S
Dustin Weller 206.379.4347
MFP23001236
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 8/29/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
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.
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 a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
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 Signs or Flaggers at
thoroughfare work sites and R.C.W. 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.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
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.
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.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
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
seventy-two (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).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
Corrie Rydberg Digitally signed by Corrie
Rydberg
Date: 2023.03.07 22:11:35 -08'00'
1113 11
11111111
1111
1111111111192313 11
11 11 11
RAIN
IER
AVE
S
11111111
ONE WAY14
22S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
ARRW-BRDRIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'350'ROADWORKAHEADW20-1
350'ROAD
WORK
AHEAD W20-1DETOURM4-9bDETOURM4-9bR9-11SIDEWALKCLOSEDAHEADR9-11SIDEWALK
CLOSED
AHEAD S/WCLOSEDR9-9X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1TEMPORARY 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
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
1 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 75' NCL of S 3rd St & 74' WCL of
Ranier Ave S, and 149' NCL of S 3rd St & 68' WCL of
Ranier Ave S, and 181' NCL of S 3rd St & 48' WCL of
Ranier Ave S.
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192313 11
11 11 11
RAIN
IER
AVE
S
11111111
ONE WAY14
22S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAYRAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
ARRW-BRD
ARRW-BRDW20-7ABEPREPAREDTOSTOPW3-4350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
POLICEUPO
W20-7AROADWORKAHEAD W20-1BEPREPARED
TO
STOP W3-4350'350'350'DETOURM4-9bDETOURM4-9bR9-11SIDEWALKCLOSEDAHEADR9-11SIDEWALK
CLOSED
AHEAD
S/WCLOSEDR9-9S/WCLOSEDR9-9BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'
ROAD
WORK
AHEAD W20-1BE
PREPARE
D
TO
STOP W3-4350'350'X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
2 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 218-365' SCL of S 2nd St & 39'
WCL of Rainier Ave S.
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
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192313 11
11 11 11
RAIN
IER
AVE
S
11111111
ONE WAY14
22S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
M6-2
ARRW-BRD
POLICEUPOW20-7ABEPREPAREDTOSTOPW3-4350'350'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1350'350'350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7ABEPREPAREDTOSTOPW3-4100'100'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1100'100'100'W4-2LLEFT
TWO LANES
CLOSED
AHEAD W20-5LROAD
WORK
AHEAD W20-1350'350'X'
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
350'ROADWORKAHEADW20-1X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROADWORK
AHEAD W20-1ROADWORKAHEADW20-1ARRW-BRD
ARRW-BRD
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
3 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 218' SCL of S 2nd St & 11' WCL
of Rainier Ave S, and 218' SCL of S 2nd St & 22' ECL of
Rainier Ave S.
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
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192313 11
11 11 11
RAIN
IER
AVE
S
11111111
ONE WAY14
22S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD M6-2X'
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
350'ROADWORKAHEADW20-1
RIGHT LANE
CLOSED
AHEAD W20-5RW4-2RROAD
WORK
AHEAD W20-1350'350'ROADWORKAHEADW20-1350'ROADWORKAHEADW20-1DETOURM4-9bDETOUR M4-9bR9-11SIDEWALK
CLOSED
AHEADR9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9S/W
CLOSED R9-9BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
4 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 218' SCL of S 2nd St & 22-42'
ECL of Rainier Ave S.
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
40TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192311 11 11
RAIN
IER
AVE
S
11111111
ONE WAY
S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAYRAINIER AVE SS 2ND ST (SR 900)
11
11 11
11
SW SUNSET BLVD
ARRW-BRD
ARRW-BRDW4-2RW20-5RRIGHTTWO LANESCLOSEDAHEADROADWORKAHEADW20-1350'350'350'W20-7ABEPREPAREDTOSTOPW3-4350'350'M6-2W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7ABEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1100'100'100'RIGHT LANECLOSEDAHEADW20-5RW4-2RW20-7AROADWORKAHEAD W20-1BEPREPARED
TOSTOP W3-4350'350'350'DETOURM4-9bDETOURM4-9bR9-11SIDEWALKCLOSEDAHEADR9-11SIDEWALK
CLOSED
AHEAD S/WCLOSEDR9-9S/W
CLOSEDR9-9BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.
POLICEUPO
ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
5 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 218-101' SCL of S 2nd St & 39'
WCL of Rainier Ave S.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192311 11 11
RAIN
IER
AVE
S
11111111
ONE WAY
S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
M6-2
W20-7ABEPREPAREDTOSTOPW3-4100'100'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
ARRW-BRDW20-7ABEPREPAREDTOSTOPW3-4350'350'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1350'350'350'W4-2LLEFT
TWO LANES
CLOSED
AHEAD W20-5LROAD
WORK
AHEAD W20-1350'350'
POLICEUPO
ONLYR3-5RONLYR3-5RONLYR3-5RONLYR3-5RONLYR3-5RX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-1350'W20-7ABE
PREPARED
TO
STOP W3-4350'350'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'
ARRW-BRD
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
6 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 92-101' SCL of S 2nd St & 11'
WCL to 22' ECL of Rainier Ave S.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192311 11 11
RAIN
IER
AVE
S
11111111
ONE WAY
S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
M6-2
W20-7ABEPREPAREDTOSTOPW3-4100'100'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'ARRW-BRD
POLICEUPO
W20-7ABE
PREPARED
TO
STOP W3-4350'350'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'
RIGHT LA
N
E
CLOSED
AHEAD W20-5RW4-2RROAD
WORK
AHEAD W20-1350'350'350'DETOURM4-9bDETOUR M4-9bR9-11SIDEWALK
CLOSED
AHEADR9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9S/W
CLOSED R9-9BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
7 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 101' SCL of S 2nd St & 44' ECL
of Rainier Ave S, and 92' SCL of S 2nd St & 53' ECL of
Rainier Ave S.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
ARRW-BRD
POLICEUPO
W20-7ABEPREPAREDTOSTOPW3-4100'100'W20-7ABEPREPAREDTOSTOPW3-4100'100'CENTER LANECLOSEDAHEADW9-3100'100'100'ROADWORKAHEADW20-1THRUTRAFFICMERGERIGHTW4-7RTHRUTRAFFICMERGELEFTW4-7L100'100'100'ROADWORKAHEADW20-1CENTER LANECLOSEDAHEADW9-3W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'W20-7AROAD
WORK
AHEAD W20-1BE
PREPARED
TO
STOP W3-4350'350'350'LEAVE 5' MIN FOR PEDESTRIAN X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
8 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 48' ECL of Rainier Ave S & 11'
SCL to 11' NCL of S 2nd St .
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192311 11 11
11111111
S 3RD ST101012121111
10 12 12RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
RAIN
IER
AVE
SW20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'W20-7ABEPREPAREDTOSTOPW3-4100'100'RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
POLICEUPO
ARRW-BRD
S/W
CLOSED R9-9W20-7ABE
PREPARED
TO
STOP W3-4350'350'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'
RIGHT LAN
E
CLOSED
AHEAD W20-5RW4-2RROAD
WORK
AHEAD W20-1350'350'350'
DETOUR M4-9bR9-11SIDEWALK
CLOSED
AHEAD DETOURM4-9bR9-11SIDEWALKCLOSEDAHEADPLACE PDETOUR SIGNS AT
CROSSWALK INTERSECTION
SOUTH/EAST OF AIRPORT
WAY S & RAINIER AVE S.S/WCLOSEDR9-9X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
9 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 48' ECL of Rainier Ave S & 68'
NCL of S 2nd St, and 39' ECL of Rainier Ave S & 77'
NCL of S 2nd St.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1113 11
11111111
1111
1111111111192311 11 11
11111111
S 3RD ST101012121111
10 12 12 RAINIER AVE SONE WAY
ONE WAY
RAINIER AVE SS 2ND ST (SR 900)
11111111
SW SUNSET BLVD
RAIN
IER
AVE
SW20-7ABEPREPAREDTOSTOPW3-4100'100'W4-2LLEFT
TWO LAN
E
S
CLOSED
AHEAD W20-5LROAD
WORK
AHEAD W20-1350'ONLYR3-5RONLYR3-5RONLYR3-5RONLYR3-5RONLYR3-5RX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1W20-7ABE
PREPARE
D
TO
STOP W3-4350'350'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'
ARRW-BRDARRW-BRDW20-7ABEPREPAREDTOSTOPW3-4350'350'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1350'350'350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
POLICEUPO M6-2W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1100'100'100'
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
10 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 77' NCL of S 2nd St & 11' ECL to
22' WCL of .Rainier Ave S.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12
ONE WAY
ONE WAY
RAINIER AVE SRAINIER AVE SH
A
Y
E
S
P
L
S
W
18 11 12 11 11 121010
SW VICTORIA ST
1212RAINIER AVE SBUSSTOPS 2ND ST (SR 900)
11111111
POLICEUPO
ARRW-BRD
ARRW-BRD
W20-7AROAD
WORK
AHEAD W20-1BEPREPARED
TOSTOP W3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7ABEPREPAREDTOSTOPW3-4350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'100'ROADWORKAHEADW2
0
-
1
BEPREPAREDTOSTOPW3
-
4
1
0
0
'
1
0
0
'
DETOURM4-9bR9-11SIDEWALK
CLOSED
AHEAD
PLACE PDETOUR SIGNS AT
CROSSWALK/ INTERSECTION
NORTH/WEST OF SW SUNSET
BLVD & RAINIER AVE S.DETOURM4-9bR9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9PLACE PDETOUR SIGNS AT
CROSSWALK INTERSECTION
SOUTH/WEST OF AIRPORT
WAY S & RAINIER AVE S.X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1750 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1S/WCLOSEDR9-9Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
11 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 32' NCL of S 2nd St & 23' WCL of
Rainier Ave S, and 173' NCL of S 2nd St & 43' WCL of
Rainier Ave S.
LEGEND
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12 RAINIER AVE SONE WAY
ONE WAYRAINIER AVE SH
A
Y
E
S
P
L
S
W
S TOBIN STRAINIER AVE S191918 11 12 11 11 12
1010c-curbSW VICTORIA ST
1212RAINIER AVE SBUSSTOPS 2ND ST (SR 900)
11111111ARRW-BRDROADWORKAHEADW20-1100'
ROADWORKAHEAD W20-1350'RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'ROADWORKAHEADW20-1
100'ROADWORKAHEADW2
0
-
1
1
0
0
'DETOURM4-9bR9-11SIDEWALKCLOSEDAHEADPLACE PDETOUR SIGNS AT
CROSSWALK INTERSECTION
SOUTH/WEST OF AIRPORT
WAY S & RAINIER AVE S.
DETOURM4-9bR9-11SIDEWALK
CLOSED
AHEAD ROADWORKAHEADW20-1100'S/WCLOSEDR9-9X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
12 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 173' NCL of S 2nd St & 43' WCL
of Rainier Ave S, and 262' SCL of SW Victoria St & 43'
WCL of Rainier Ave S.
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12 RAINIER AVE SONE WAY
ONE WAY
H
A
Y
E
S
P
L
S
W
S TOBIN ST1919
18 11 12 11 11 12BUSSTOP
1010SW VICTORIA ST
1212RAINIER AVE SBUSSTOPS 2ND ST (SR 900)
11111111
ARRW-BRD
ARRW-BRD
DETOURM4-9bR9-11SIDEWALK
CLOSED
AHEAD
S/W
CLOSEDR9-9S/WCLOSEDR9-9W4-2RW20-5RRIGHTTWO LANESCLOSEDAHEADROADWORKAHEADW20-1350'350'350'350'ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1
100'ROADWORKAHEADW2
0
-
1
1
0
0
'ROADWORKAHEADW20-1100'X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
13 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 173' NCL of S 2nd St & 43' WCL
of Rainier Ave S, and 262-208-126' SCL of SW Victoria
St & 43' WCL of Rainier Ave S, and 208' SCL of SW
Victoria St & 11' WCL of Rainier Ave S.
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12
ONE WAY
ONE WAYRAINIER AVE SH
A
Y
E
S
P
L
S
W
S TOBIN ST1919
18 11 12 11 11 12
1010
SW VICTORIA ST
1212RAINIER AVE SBUSSTOPS 2ND ST (SR 900)
11111111
ARRW-BRD
W4-2LLEFT LANECLOSEDAHEAD W20-5LROADWORKAHEAD W20-1350'350'350'W4-2LLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1350'350'350'100'ROADWORKAHEADW20-1ROADWORKAHEADW20-1
100'ROADWORKAHEADW2
0
-
1
1
0
0
'ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
14 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 208' SCL of SW Victoria St & 11'
WCL to 11' ECL of Rainier Ave S.
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
1010121211 11
10 12 12 RAINIER AVE SONE WAY
ONE WAYRAINIER AVE SH
A
Y
E
S
P
L
S
W
18 11 12 11 11 12BUSSTOP
1010
SW VICTORIA ST
1212RAINIER AVE SBUSSTOPS 2ND ST (SR 900)
11111111
ARRW-BRD
ARRW-BRD
W4-2RW20-5RRIGHTTWO LANESCLOSEDAHEAD
ROAD
WORKAHEAD W20-1350'350'350'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1
100'ROADWORKAHEADW2
0
-
1
1
0
0
'ROADWORKAHEADW20-1350'DETOUR M4-9bR9-11SIDEWALK
CLOSED
AHEAD
S/W
CLOSED R9-9S/WCLOSEDR9-9DETOURM4-9bR9-11SIDEWALKCLOSEDAHEADPLACE PDETOUR SIGNS AT
CROSSWALK INTERSECTION
SOUTH/EAST OF AIRPORT
WAY S & RAINIER AVE S.X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-1BUSINESS/ RESIDENT WILL BE INFORMED OF
DRIVEWAY CLOSURE 10 DAYS IN ADVANCE. CREW
CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
15 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 208' SCL of SW Victoria St &
11-45' ECL of Rainier Ave S, and 58' SCL to 12 NCL of
SW Victoria St & 21' ECL of Rainier Ave S.
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notification # 11425277
MFP23001236
RAINIER AVE SH
A
Y
E
S
P
L
S
W
S TOBIN STRAINIER AVE S191918 11 12 11 11 12
14 11 12 12 11 12 11 12
BUSSTOP1010c-curb1212RAINIER AVE SBUSSTOPHARDIE AVE SWSW VICTORI
A
S
T
10101010
1010 STREETCLOSEDBARRICADE
R11-2ONLY
R3-5L
ONLY
R3-5L ONLYR3-5RONLYR3-5RARRW-BRDRIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'350'ROAD
WORKAHEAD W20-1ROADWORKAHEADW2
0
-
1
1
0
0
'ROADWORKAHEADW20-1100'DETOURAHEADW20-2ROADCLOSEDAHEADW20-3 100'100'ROADWORKAHEADW20-1 100'DETOUR
AHEAD W20-2ROAD
CLOSED
AHEAD W20-3100'100'ROAD
WORK
AHEAD W20-1100'DETOURAHEADW20-2ROADCLOSEDAHEADW20-3100'100'ROADWORKAHEADW20-1100'RESIDENT(S) WILL BE INFORMED BY CUSTOMER
OUTREACH OF ROAD CLOSURE 10 DAYS IN
ADVANCE. CREW CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT OF
EMERGENCY VEHICLE ACCESS.
FOR DETOUR MAP SEE
SHEET 17
MOVE BUS
STOP 150'
NORTH.DETOURM4-9bR9-11SIDEWALKCLOSEDAHEADPLACE PDETOUR SIGNS AT
CROSSWALK INTERSECTION
SOUTH/WEST OF AIRPORT
WAY S & RAINIER AVE S.
DETOUR M4-9bR9-11SIDEWALK
CLOSED
AHEAD
PLACE PDETOUR SIGNS AT
CROSSWALK/ INTERSECTION
NORTH/ WEST OF S 2nd St &
Rainier Ave S.
S/WCLOSEDR9-9S/WCLOSEDR9-9DETOURX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-1Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
16 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 173' NCL of S 2nd St & 43' WCL
of Rainier Ave S, and 262-208-126' SCL of SW Victoria
St & 43' WCL of Rainier Ave S, and 208' SCL of SW
Victoria St & 45' WCL of Rainier Ave S.
Notification # 11425277
MFP23001236
STREETCLOSEDBARRICADE
R11-2DETOURDETOUR
M4-9DETOURM4-9R007-LR007-RDET
OU
R M4-9DETO
U
R
M9-4RD
E
TO
U
R
M4-9
D
E
TOUR
M9-4
R
DETOURM4-9DETOURM4-9DETOURM4-9DETOURM4-9LDETOURM4-9 DETOURM4-9L
DETOUR
M4-9DETOUR
M4-9Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
17 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
TEMPORARY TRAFFIC CONTROL PLAN
DETOUR MAP
N
Notification # 11425277
MFP23001236
RAINIER AVE SRAINIER AVE SH
A
Y
E
S
P
L
S
W
S TOBIN STRAINIER AVE S191918 11 12 11 11 12
14 11 12 12 11 12 11 12
BUSSTOP1010c-curbSW VICTORIA ST1212 RAINIER AVE SBUSSTOPHARDIE AVE SWSW VICTORI
A
S
T
10101010
1010
ARRW-BRD
R007-RDETOURM4-9R007-LDETOUR
M4-9RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1350'350'350'ROAD
WORK
AHEAD W20-1350'ROADWORKAHEADW20-1 ROADWORKAHEADW2
0
-
1 ROADWORKAHEADW20-1FOR DETOUR MAP SEE
SHEET 19
X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROADWORKAHEAD W20-1ROADWORKAHEADW20-1MOVE BUS
STOP 150'
NORTH.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
18 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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
TRAFFIC FLOW
SIGN LOCATION
LEGEND
TRENCH
28" TRAFFIC CONE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between ____. and ____.
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 173' NCL of S 2nd St & 43' WCL
of Rainier Ave S, and 5' NCL of SW Victoria St & 58'
WCL of Rainier Ave S.
Notification # 11425277
MFP23001236
STREETCLOSEDBARRICADER11-2R007-RDETOURM4-9R007-LDETOUR
M4-9DETOUR
M4-9DETOUR
M4-9LDETOURM4-9DETOURM4-9LDETOURM4
-
9
DETOURM4-9DETOURM4-9DETOURM4-9DETOURM9-4RDETOURM4-9DETOURM9-4RDETOUR
M4-9DETOU
R
M4-9Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
19 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
TEMPORARY TRAFFIC CONTROL PLAN
DETOUR MAP
N
Notification # 11425277
MFP23001236
RAINIER AVE SRENTON AVE EXT.S TOBIN ST191912 1411121211121112BUS
STOP
c-curbHAYES PL SWHARDIE AVE NWBUSSTOP
RAINIER AVE S1111121211111111 11 12 12 12 12
181111121111111514
AIRPORT WAY S1111111111 C-CURBC-CURB121211111212161212LAKE AVE S111112121111111111171711 W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'POLICEUPOPOLICEUPO
W20-7ABEPREPAREDTO
STOP W3-4350'350'W20-7ABEPREPAREDTOSTOP
W3-4 350'350'W20-7ABEPREPAREDTOSTOPW3-4 350'350'
ARRW-BRD
W4-2R
W20-5RRIGHTTWO LANESCLOSEDAHEADROADWORKAHEADW20-1 350'350'350'RIGHT LANECLOSEDAHEADW20-5R W4-2RROADWORKAHEADW20-1 350'350'350'X'X'PLACE W20-1 SIGNS ON ALLADJACENT PUBLIC STREETSWHERE TRAFFIC COULD ENTERWORK AREA WITHIN1750 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1ARRW-BRD
KEEP
R4-7B
RIGHT
W20-1ROAD
WORK
AHEAD
LEFT LANE
CLOSEDAHEAD W20-5LW4-2L350'≥350'≥350'≥ARRW-BRD
KEEPR4-7BRIGHTTEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVSafaa Al Neema(425) 398-6077safaa.alneema@pse.com20 OF 21275 Rainier Ave S, Renton, WA 980571 10913070010/24/2023Puget Sound EnergyTraffic Control Supervisor:Safaa Al NeemaCard No. 012611Card Exp. 10/31/2024Safaa.alneema@pse.com(425)398-6077LEGENDTRENCH28" TRAFFIC CONETRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotification # 11425277Notes: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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between ____. and ____.unless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 30' SCL of Airport Way S &133-163' WCL of Rainier Ave S.MFP23001236
S 2ND ST (SR 900)
2121LAKE AVE SLAKE AVE SLAKE AVE S2222
1212
1919W4-119W20-1ROADWORKAHEAD100'≥100'≥100'≥W1-4LRIGHTSHOULDERCLOSEDW21-5aRW20-1ROAD
WORK
AHEAD100'≥maintain 11' laneS TOBIN ST
S TOBIN ST
S 2ND ST (SR 900)
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOU
RCE
LLC
0
00
0
000
000 NO PARKINGNO-PAR
K FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
21 OF 21275 Rainier Ave S, Renton, WA 98057
1
109130700
10/24/2023
Puget Sound Energy
Traffic Control Supervisor:Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
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
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
WORK PIT
Notification # 11425277
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours
as per jurisdictional requirements. (Generally
between 9 a.m. and 4 p.m. on non-arterials and
from 9 a.m. to 3 p.m. on arterials. If night time
work is approved, Night time work to take place between
_____________and ______________.)
MFP23001236
ROPE PROPOSED PIPE 2" MPE IP MAIN
WORK AREA
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
N
N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A
GAS
PROJECT PHASE Notification #Order #
SVC Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
GAS MAIN INSTALLATION/RETIREMENT
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
INSTALL N/AMN Retirement
N/A
N/AN/A
N/A
11425277
N/A
109130700
108642050
N/A 109148384
Service/Meter
RETIRMENT 2"STW
108621671
VICINITY MAP
STANDARD GAS CONSTRUCTION NOTES:
1.FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
2.NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).
3.ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
4.EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
5.NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER
FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT 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.
6.ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE
APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
7.COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST
LEAD) INSTALLATION.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9.INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY
ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
10.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.
11.SYSTEM MAOP DENOTED BY: SYSTEM MAOP = _45_ PSIG
12.GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.
13.RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
14.PURGE POINTS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400.
15.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
16.IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
___________________________, PHONE______________.
17.NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES 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)
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
1.NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR
TO A PLANNED OUTAGE.
2.INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD
WIRES PER PSE GAS OPERATING STANDARD 2525.2300.
3.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.
4.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.
5.INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND
EXISTING SERVICES PER PSE GAS OPERATING STANDARD 2550.1600.
6.REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER
REQUIREMENTS.
7.MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS
2525.3300, 2525.3400 AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
8.PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
9.INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS
AND 2525.3600 FOR ABANDONMENT OR DEACTIVATION.
10.PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS
OPERATING STANDARDS 2525.2100 AND 2525.3600.
11.REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS
INSERTED.
12.INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND
VENTS OUTSIDE PER PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
13.REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND
2575.2300.
14.REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:
16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY:
17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:
N/A
109130700
N/A
AS NOTED 1/7
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
RENTON
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
RAINIER AVE S - PHASE 4
1425'
6"PE 1494'
####
####
#####
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
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)1091307004"STW 30'
4"STW 30'
2"PE 120'
SW 18-23-05
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
RAINIER AVE S - PHASE 4
Owner / Developer Contact Info
officeATTN:
PSE
N/A
N/A
PSE N/A
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
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
COORDINATE INSTALLATION WITH GAS SYSTEMS INTEGRITY (GSI)
05/25/2023: PER G.VUKOSAV,
REPLACE 4" MAIN WITH 4" MAIN IN AIRPORT WAY.
REPLACE 2" MAIN WITH 6" MAIN IN RAINIER AVE S.
COMPLETE THE LOOP CONNECTING EX. 6" MPE MAIN 1090047020 AND 6" MPE MAIN (TO REPLACE EX. 2" STW MAIN
71E109) IN S RAINIER AVE PER 500'RULE.
IT IS SUFFICIENT TO INSTALL 2" MAIN TO SERVE CUSTOMER ADDRESS #104 IN RAINIER AVE S.
IT IS SUFFICIENT TO INSTALL 2" MAIN TO SERVE CUSTOMER ADDRESS #225 IN RAINIER AVE S.
IT IS SUFFICIENT TO USE 6"X2" HV TEE IN PLACE OF 6" INLINE TEE FOR TIE-IN PROPOSED 2" MPE MAIN TO 6" MPE
MAIN IN SW VICTORIA ST & S 2ND ST.
PLEASE USE FULL OPENING 4" B/O FITTINGS FOR TIE-INS IN AIRPORT WAY.
SYSTEM:IP-058 MAOP: 45#
PROJECT IS WITHIN EMERGENCY SECTION 058J (NO NEW ISOLATION VALVES ARE REQUIRED).
PIPE: N-355102396_3
BYPASS NOTES, TIE-IN DETAIL 1, SHEET 6:
THE EX. 6" PE MAIN 9415836 ALONG SW VICTORIA ST IS 2 WAYS FEED IN THE SEGMENT BETWEEN HARDIE AVE SW
AND RAINIER AVE S.
THE SEGMENT OF THE EX. 6" PE MAIN ON SW VICTORIA ST (BETWEEN HARDIE AVE SW AND RAINIER AVE S) CAN
BE TAKEN OUT OF SERVICE ON 25F DAY AND ABOVE WITHOUT INSTALLING A BY-PASS.
GAUGE BOTH SIDES OF THE SQUEEZE PER PSE STANDARDS ON THE EX. 6" PE IP MAIN IN SW VICTORIA ST.
IF THE PRESSURES DO NOT STABILIZE AT 37# (WEST SIDE GAUGE) AND 39# (EAST SIDE GAUGE), RELEASE THE
SQUEEZE AND CALL GSI-SP FOR FURTHER INSTRUCTIONS.
(EXPECTED DROP OF THE PRESSURE ON THE WEST SIDE (GAUGE) IS 2-3#)
NOTE:
***WHEN THE SCHEDULE DATE IS KNOWN, PLEASE CONTACT GSI-SP FOR A CURRENT SYSTEM REVIEW TO
DETERMINE IF TODAY'S REVIEW COMMENTS ARE STILL VALID AND TO CHECK THE OUT OF SERVICE
SPREADSHEET TO VERIFY NO OTHER MAINS ARE OUT OF SERVICE IN THE AREA ***
SYSTEM:IP-058 MAOP: 45#
PROJECT IS WITHIN EMERGENCY SECTION 058J (NO NEW ISOLATION VALVES ARE REQUIRED).
PIPE:N-106942858_2
COORDINATE INSTALLATION WITH CORROSION CONTROL (CP)
6/21/2018: PER W.JOHNSON,
MAKE SURE THAT ALL T/L BOX'S AND VALVE BOXES ARE ACCESIBLE. IF THE
STW GAS MAIN HAS TO BE DUG UP INSTALL 20# ANODE.
5/15/2023: PER W.JOHNSON (VIA EMAIL),
THE CPA TASKS ARE GOOD
COORDINATE INSTALLATION WITH PRESSURE CONTROL (PC)
PENDING APPROVAL...
MFP23001236
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
109130700
N/A
1"=75'2/7
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#
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
RENTON
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
SW VICTORIA ST
S 2ND ST
SW SUNSET BLVD
S 3RD STRAINIER AVE S109130700SITE PLAN A
SCALE: 1'=75'
SITE PLAN B
SCALE: 1'=75'RAINIER AVE NAIRPORT WAY
HARDIE AVE NWREN
T
O
N
A
V
E
E
X
T
E
N
SI
O
NHARDIE AVE NWNELSON PL NWS TOBIN STLAVE AVE SRAINIER AVE SHARDIE AVE SWHARDIE AVE SWHAY
ES
P
L
SW
HARDIE
A
VE
SWRAINIER AVE SKING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
PLOT PLAN A
SEE PAGE 3
PLOT PLAN B
SEE PAGE 4
PLOT PLAN C
SEE PAGE 5
PLOT PLAN D
SEE PAGE 6
PLOT PLAN E
SEE PAGE 7
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
MFP23001236
RAINIER AVE SSW SUNSET BLVD
S 3RD ST
250
RAINIER AVE SIP GAS FL
O
W
IP GAS FL
O
WIP GAS FLOWIP GAS FLOW IP GAS FLOW
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
N/A
1"=20'3/7
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#
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
109130700
RENTON
EXISTING FIRE HYDRANT
SHOWN FOR REFERENCE
135'N C/L & 65'W C/L
BEGIN JOINT TRENCH &
ELBOW 6"X45° MPE
181'N C/L & 48'W C/L
____'N C/L & ____'W C/L
PROPOSED PIPE 6" MPE IP MAIN
46'W C/L, ____'W C/L
PLOT PLAN A
SCALE: 1" = 20'-0"
EXISTING END OF MAIN
CAP 6" MPE
94'N C/L & 66'W C/L
____'N C/L & ____'W C/L
SQUEEZE & FUSE TIE-IN &
ELBOW 6"X45° MPE
75'N C/L & 74'W C/L
___'N C/L & ___'W C/L
CUT & CAP
CAP 6" MPE
77'N C/L & 72'W C/L
____'N C/L & ____'W C/L
TEE SVC 1/2"X5/8" PE OUTLET
(GAUGE TEE)
____'N C/L & ____'W C/L
PROPOSED PIPE 6" MPE IP MAIN
71'W C/L, ___'W C/L
Scale: NTS
TIE IN DETAIL1
3
1
3
109130700KING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
ELBOW 6"X45° MPE
149'N C/L & 68'W C/L
____'N C/L & ____'W C/L
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
6" ELECTROFUSION COUPLING
(3' FROM ELBOW)
75'N C/L & 74'W C/L
___'N C/L & ___'W C/L
6" ELECTROFUSION COUPLING
83'N C/L & 71'W C/L
___'N C/L & ___'W C/L
6"X1-1/8" MPE TEE (PURGE)
___'N C/L & ___'W C/L
6" POLYVALVE
79'N C/L & 71'W C/L
___'N C/L & ___'W C/L
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 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. 5.5GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
45 IP058- 45
MFP23001236
RAINIER AVE S265261END OF JOB# 0878-1958
START OF JOB# 71E109-1971
IP GAS FLOWIP GAS FLOWPROPOSED 1-1/4" PE STUB & PARTIAL EXTENSION
230101PROPOSED 1-1/4" PE SVC
PROPOSED 1-1/4" PE STUB & PARTIAL EXTENSION
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
N/A
1"=20'4/7
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#
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
109130700
RENTON
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
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 72" TO CLEAR
BOTTOM OF FUTURE STORM AT 38"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 80" TO CLEAR
BOTTOM OF FUTURE WATER AT 68"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 82" TO CLEAR BOTTOM OF
FUTURE WATER AT 72"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 82" TO CLEAR BOTTOM OF
FUTURE WATER AT 64"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 72" TO CLEAR
BOTTOM OF FUTURE WATER AT 60"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 80" TO CLEAR BOTTOM OF
FUTURE STORM AT 56"
PLOT PLAN B
SCALE: 1" = 20'-0"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 82" TO CLEAR BOTTOM OF
FUTURE JUT AT 55"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 80" TO CLEAR BOTTOM OF
FUTURE JUT AT 55"109130700KING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
ELBOW 6"X45° MPE
110'S C/L & 48'W C/L
___'S C/L & ___'W C/L
ELBOW 6"X45° MPE
101'S C/L & 39'W C/L
___'S C/L & ___'W C/L
ELBOW 6"X45° MPE
101'S C/L & 44'E C/L
___'S C/L & ___'E C/L
ELBOW 6"X45° MPE
92'S C/L & 53'E C/L
___'S C/L & ___'E C/L
PROPOSED 1-1/8" MPE STUB &
PARTIAL EXTENSION
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 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. 5.5GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
45 IP058- 45
MFP23001236
S 2ND ST124175START OF JOB# 0537-1957
END OF JOB# 0878-1958
PROPOSED 1-1/4" PE SVC
225START OF JOB# 1164-1959
END OF JOB# 0878-1958IP GAS FLOWIP GAS FLOWIP GAS FLOWIP GAS FLOWIP GAS FLOWIP GAS FLOWIP GAS FLOW
PROPOSED 1-1/4" PE SVC
START OF JOB# 8777-1987
END OF JOB# 1164-1959
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
POLYVALVE 2" MPE (OPEN)
WITH VALVE BOX & SUPPORT
10'N C/L & 55'E C/L
____'N C/L & ____'E C/L
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
N/A
1"=20'5/7
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#
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
1
5
(____')(____')(____')
109130700
RENTON
TIE IN
TEE 6"X6" INLINE TEE
10'N C/L & 50'E C/L
____'N C/L & ____'E C/L
END OF S 2ND ST JOINT TRENCH
22'N C/L & 108'E C/L
____'N C/L & ____'E C/L
END OF S 2ND ST
JOINT TRENCH
10'N C/L & 108'E C/L
____'N C/L & ____'E C/L
TRANSITION FITTING 2" MPE
33'N C/L & 112'E C/L
____'N C/L & ____'E C/L
CP WIRE #10 TEST LEAD &
CP TEST LEAD BOX COMPLETE
___'N C/L & ___'E C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
35'N C/L & 114'E C/L
____'N C/L & ____'E C/L
TEE SVC 1/2"X5/8" PE OUTLET
(GAUGE TEE)
____'N C/L & ____'E C/L
CUT & CAP
CAP 2" WELD
35'N C/L & 112'E C/L
____'N C/L & ____'E C/L
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
TEE TAP 2"X5/8" MPE
(PURGE TEE)
____'N C/L & ____'E C/L
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
PLOT PLAN C
SCALE: 1" = 20'-0"
Scale: NTS
TIE IN DETAIL1
5
ELBOW 2"X90° MPE
10'N C/L & 114'E C/L
___'N C/L & ___'E C/L
109130700TEST AND TIE INTO NEW MAIN
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 72" TO CLEAR BOTTOM OF
FUTURE WATER AT 60"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 72" TO CLEAR BOTTOM OF
FUTURE STORM AT 46"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 78" TO CLEAR BOTTOM OF
FUTURE WATER AT 66"
KING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
TIE IN
TEE HV 6"X2" MPE
78'N C/L & 25'W C/L
____'N C/L & ____'W C/L
(____')END OF MAIN
CAP 2" MPE
32'N C/L & 23'W C/L
____'N C/L & ____'W C/L
CP TEST LEAD BOX COMPLETE
(BRING WIRE UP IN BOX)
____'N C/L & ____'W C/L
ELBOW 6"X45° MPE
68'N C/L & 48'E C/L
___'N C/L & ___'E C/L
ELBOW 6"X45° MPE
77'N C/L & 39'E C/L
___'N C/L & ___'E C/L
ELBOW 6"X45° MPE
78'N C/L & 32'W C/L
___'N C/L & ___'W C/L
ELBOW 6"X45° MPE
98'N C/L & 53'W C/L
___'N C/L & ___'W C/L
ELBOW 6"X45° MPE
134'N C/L & 53'W C/L
___'N C/L & ___'W C/L
ELBOW 6"X45° MPE
173'N C/L & 43'W C/L
___'N C/L & ___'W C/L
CP ANODE #20 PER CP REQUEST
REDUCER 6"X4" MPE
10'N C/L & 52'E C/L
___'N C/L & ___'E C/L
REDUCER 4"X2" MPE
10'N C/L & 54'E C/L
___'N C/L & ___'E C/L
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
TEE TAP 2"X5/8" MPE
(PURGE TEE)
____'N C/L & ____'E C/L
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 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. 5.5GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
45 IP058- 45
Scale: NTS
TIE IN DETAIL2
5
2
5
POLYVALVE 2" MPE (OPEN)
WITH VALVE BOX & SUPPORT
75'N C/L & 25'W C/L
____'N C/L & ____'W C/L
MFP23001236
RAINIER AVE S110151104HAYES PL
SWRAINIER AVE SSW VICTORIA ST
IP GAS FLOWIP GAS FLOW IP GAS FLOWPROPOSED 1-1/4" PE SVC
PROPOSED 1-1/4" PE SVC
PROPOSED 1-1/4" PE SVC
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
N/A
1"=20'6/7
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#
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
109130700
RENTON
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
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 80" TO CLEAR BOTTOM OF
FUTURE WATER AT 68"
TOP OF PROPOSED 1-1/4" MPE SVC
TO BE BURIED AT 80" TO CLEAR BOTTOM OF
FUTURE WATER AT 62"
PLOT PLAN D
SCALE: 1" = 20'-0" 109130700DEACTIVATE 1/2" STW SVC
JOINT TRENCH CONTINUES NORTH, NO GAS
(____')Scale: NTS
TIE IN DETAIL1
6
SQUEEZE BOTH SIDES & FUSE
5'N C/L & 58'W C/L
____'N C/L & ____'W C/L
PROPOSED 6" PE MAIN IN JUT
1
6
CUT & CAP ON SERVICECUT & CAP
CAP 2" MPE
10'N C/L & 38'E C/L
____'N C/L & ____'E C/L
TIE IN
TEE HV 6"X2" MPE
12'N C/L & 21'E C/L
____'N C/L & ____'E C/L
END OF MAIN
CAP 2" MPE
58'S C/L & 21'E C/L
____'S C/L & ____'E C/L
CP TEST LEAD BOX COMPLETE
(BRING WIRE UP IN BOX)
____'S C/L & ____'E C/L
KING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
ELBOW 6"X45° MPE
46'S C/L & 46'W C/L
___'S C/L & ___'W C/L
ELBOW 6"X45° MPE
30'S C/L & 59'W C/L
___'S C/L & ___'W C/L
PROPOSED 2" PE MAIN
POLYVALVE 2" MPE (OPEN)
WITH VALVE BOX & SUPPORT
3'N C/L & 21'E C/L
____'N C/L & ____'E C/L
REDUCER 6"X4" MPE
9'N C/L & 21'E C/L
___'N C/L & ___'E C/L
REDUCER 4"X2" MPE
6'N C/L & 21'E C/L
___'N C/L & ___'E C/L
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
TEE TAP 2"X5/8" MPE
(PURGE TEE)
____'N C/L & ____'E C/L
6"X5/8" MPE TEE
(PURGE)
____'N C/L & ____'W C/L
6"X5/8" MPE TEE
(PURGE)
____'N C/L & ____'E C/L
6" POLYVALVE
1'N C/L & 58'W C/L
____'N C/L & ____'W C/L
6"X1-1//8" PE TEE
(PURGE)
____'S C/L & ____'W C/L
6"X5/8" MPE TEE
(PURGE)
____'N C/L & ____'W C/L
6" ELECTROFUSION COUPLING
3'S C/L & 58'W C/L
____'S C/L & ____'W C/L
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 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. 5.5GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
45 IP058- 45
BYPASS REVIEW
BYPASS NOTES, TIE-IN DETAIL 1, SHEET 6:
THE EX. 6" PE MAIN 9415836 ALONG SW VICTORIA ST IS 2 WAYS FEED IN THE SEGMENT BETWEEN HARDIE AVE SW AND
RAINIER AVE S.
THE SEGMENT OF THE EX. 6" PE MAIN ON SW VICTORIA ST (BETWEEN HARDIE AVE SW AND RAINIER AVE S) CAN BE
TAKEN OUT OF SERVICE ON 25F DAY AND ABOVE WITHOUT INSTALLING A BY-PASS.
GAUGE BOTH SIDES OF THE SQUEEZE PER PSE STANDARDS ON THE EX. 6" PE IP MAIN IN SW VICTORIA ST.
IF THE PRESSURES DO NOT STABILIZE AT 37# (WEST SIDE GAUGE) AND 39# (EAST SIDE GAUGE), RELEASE THE
SQUEEZE AND CALL GSI-SP FOR FURTHER INSTRUCTIONS.
(EXPECTED DROP OF THE PRESSURE ON THE WEST SIDE (GAUGE) IS 2-3#)
NOTE:
***WHEN THE SCHEDULE DATE IS KNOWN, PLEASE CONTACT GSI-SP FOR A CURRENT SYSTEM REVIEW TO
DETERMINE IF TODAY'S REVIEW COMMENTS ARE STILL VALID AND TO CHECK THE OUT OF SERVICE SPREADSHEET TO
VERIFY NO OTHER MAINS ARE OUT OF SERVICE IN THE AREA ***
SYSTEM:IP-058 MAOP: 45#
PROJECT IS WITHIN EMERGENCY SECTION 058J (NO NEW ISOLATION VALVES ARE REQUIRED).
PIPE: N-106942858_2
GORDANA YUKOSAV
GAS SYSTEMS INTEGRITY
425-241-5740
6" ELECTROFUSION COUPLING
____'N C/L & ____'W C/L
6" ELECTROFUSION COUPLING
____'N C/L & ____'W C/L
MFP23001236
REN
T
O
N
A
V
E
E
X
T
E
N
SI
O
N
IP GAS FLOW
IP G
A
S
F
L
O
W
AIRPORT WAYRAINIER AVE NRAINIER AVE SN
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:
206.379.4347
dustin.weller@pse.com
DUSTIN WELLER
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
N/A
1"=20'7/7
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#
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
109130700
RENTON
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
PLOT PLAN E
SCALE: 1" = 20'-0" 109130700(____')Scale: NTS
TIE IN DETAIL1
7
1
7 (____')CUT & CAP
CAP 4" (WELD)
30'S C/L & 133'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 4" (WELD)
30'S C/L & 161'E C/L
____'S C/L & ____'E C/L
TIE IN
STOPPER 4"X150 B/O
30'S C/L & 131'E C/L
____'S C/L & ____'E C/L
TIE IN
STOPPER 4"X150 B/O
30'S C/L & 163'E C/L
____'S C/L & ____'E C/L
ELBOW 4"X90° (WELD)
30'S C/L & 131'E C/L
___'S C/L & ___'E C/L
ELBOW 4"X90° (WELD)
30'S C/L & 131'E C/L
___'S C/L & ___'E C/L
TEE SVC 1/2"X5/8" PE OUTLET
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE SVC 1/2"X5/8" PE OUTLET
(GAUGE TEE)
____'S C/L & ____'E C/L
(__
_
_
'
)LOWER BY 1'LOWER BY 1'KING
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
058J CSPSKGPI
208.080 208.080/208.081
209.080/209.081SW 18-23-05
32'
C.HAWLEY 206.809.4434
206.379.4347D.WELLER
C.HAWLEY 206.809.4434
12/13/2022
12/13/2022
12/13/2022
S.ALNEEMA 253.234.6447 05/11/2023
W.JOHNSON 206.716.2730 05/15/2023
206.379.4347D.WELLER 06/05/2023
PUBLIC IMPROVEMENT
275 RAINIER AVE S, RENTON, WA 98057
RAINIER AVE S - PHASE 4
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 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. 5.5GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
45 IP058- 45
MFP23001236