HomeMy WebLinkAboutMFP25003634.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25003634
IVR Number: 25003634
Permit Information
Permit Name: Puget Sound Energy Gas Permits
109102766Address/Location:07/17/2025Application Date:0886610050Parcel Number: 737 N 6TH ST
Permit Type:08/12/2025Issue Date:Franchise
Permit Work Class:08/12/2026Expiration Date:Major Utility
Job Number: 109102766Franchise Type:Natural Gas
Description: PSE Gas Pre Construction meeting Required. Crew to Install 439' of 2" PE arterial gas main and 688' of 2" PE non
arterial gas main. Retire 2 HP gas services and tie them back onto the new IP main as IP gas services. All
restoration to be completed to City of Renton Standards.
Contacts
Name Address PhoneTypeBilling
Katie Zimmerman
Puget Sound Energy
1660 Park Lane
Burlington, WA 98233
B: (425) 620-6742
C: (425) 620-6742
ApplicantX
Permits Central 355 110th Ave NE
Bellevue, WA 98004
B: (425) 620-6742
H: (425) 620-6742
C: (425) 620-6742
Contact
Stuart Bennett
Infrasource Services LLC
1622 Eastport Plaza Dr
Collinsville, IL 62234
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contact
INFRASOURCE SVCS B: (206) 949-5846Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
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
Katie Zimmerman
Puget Sound Energy
1660 Park Lane
Burlington, WA 98233
B: (425) 620-6742
C: (425) 620-6742
Specialized
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.
PUBLIC WORKS DEPARTMENT
Page 1 of 6 | Published: 2/25/2025
Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 2/25/2025
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 AND FOR TRAFFIC SIGNAL
WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK.
FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING
CITY HOLIDAYS.
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.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal.
3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as
described in the guidelines. Additional review time may be needed.
By signing, I certify that the information on this application and within the submittal documents are accurate to the
best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
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:
24 Hour Emergency
Contact Name & Phone:
Approval By: ______________________________________________ Date:____________________
PW/Transportation or CED/Development Engineering Division
6905 S 228th St Kent, WA 98466
Please See Attached
Infrasource, Inc
Katie Zimmerman
7/17/2025
109102766
737 N 6th St
Jocelyn Means 206-305-8570
MFP25003634
Monday Friday 8:00am 3:00pm
Scott Warlick CED 8/12/2025
Page 2 of 6 | Published: 2/25/2025
This Page Intentionally Left Blank
Page 3 of 6 | Published: 2/25/2025
APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS:
GENERAL
• Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State
of Washington, including codes and regulations not described in this application.
• Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to Washington State Department of Transportation
(WSDOT) traffic control plans.
• Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) 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 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 TCPs including claims arising from towing of private vehicles and the acts
of Applicant’s agents and employees.
• Applicant must comply with all conditions of the application.
• The City 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 application, Applicant is
responsible to pay for legal counsel chosen by the City to defend against same.
• No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted
for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include
construction phasing and sequencing.
• Previously approved TCPs cannot be combined into a new TCP without review and approval by the City.
• Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with
the updated date and time and/or any changes to TCP.
• Applicant must have the approved TCP prior to commencing the work.
• Approved TCP must be at the work site during work hours.
• 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.
• At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP
and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing
vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection
equipment that meets current City’s standards at Applicant’s expense.
• When not in use, temporary traffic control devices shall be removed or covered immediately. It is the
Applicant’s responsible to cover any temporary traffic control devices when not applicable for the
construction activities. Similarly, when work is suspended for short periods of time, traffic control devices
that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove
and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City
is not responsible for any private property from City assets and identifying the property owner.
• Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours.
At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least
possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times,
unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary
Page 4 of 6 | Published: 2/25/2025
pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be
repaired at Applicant’s expense.
• Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all
kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a
work zone.
• Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street
Closure and Street Excavation for details. Applicant is responsible for coordinating with the property
owners and/or residents prior to commencement of the work.
• Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise
approved.
• Accessibility for emergency vehicles shall be maintained at all times.
PUBLIC OUTREACH
• Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430-
7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal)
affecting the vehicle detection.
• Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures
or lane closures.
• Applicant shall 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 (5) working days (excluding
weekends and holidays) prior to starting any work.
• Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140
or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit
operations or facilities. Notification information and guidelines can be found at:
https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts.
WORKING DAYS AND TIMES
• Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur
without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below
for details.
• Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal
within the traveled way.
• If the City determines the closure hours adversely affect traffic during the work, the City may require to
adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to
minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an
arterial street. (See WSDOT Functional Classification Map:
https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass)
• Applicant may request the City for consideration of extended or modified working hours. Such request
must be approved by the City before changing hours of work.
CLOSURES
• All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances).
More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street
closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of
the Renton Municipal Code (RMC).
• Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than
five (5) working days in advance of effective date and time, not including holidays, at location(s) as
identified in the TCP. Other methods of displaying the messages shall be approved by the City.
Page 5 of 6 | Published: 2/25/2025
• Road closure notice messages must include at least the following:
ROAD WILL BE CLOSED
MONTH/DAY – MONTH/DAY
_AM - _PM
• Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as
the impact of the closure to the public. Applicant shall submit detour plans for road closures to
accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road
closures shall require additional temporary traffic control including advance notification, approach and
detour signage.
• Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work
requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the
bags remain intact and shall replace damaged bags as needed or determined necessary by the City of
Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own
expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the
holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of
Renton Transportation Signal Maintenance (425-430-7423) prior to removal.
UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS
• Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require
Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated
by City Transportation for the impacts of traffic signal operations and safety.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic
or pedestrian safety or travel.
• For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized
intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least
twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall
notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal
operations.
TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION
• Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for
each traffic signal controller to be programmed and tested by City Transportation staff before starting the
work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or
modification.
TEMPORARY NO-PARKING
• Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every
hundred (100) feet at least seventy-two (72) hours in advance of effective date and time.
• Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade
locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be
attached to each Temporary No Parking Sign on the project site.
• Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in
this TCP.
NIGHT WORK
• Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7-
8) for night work. Process may take up to twelve (12) weeks. More information can be found at
https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance.
• City may require night work for TCPs that have severe traffic impacts on arterial streets.
Page 6 of 6 | Published: 2/25/2025
• Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained
on an arterial street.
• Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will
functionally reduce an arterial or high-volume collector street to only one lane of traffic.
• The following configurations may require night work:
Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high
volume of left turns occur.
Work at traffic signals that requires shifting two directions of traffic into left turn pockets.
Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a
single approach to the intersection.
Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to
the intersection.
• If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to
confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential
alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the
TCP.
TRAFFIC CONTROL PLAN (TCP) FORMAT
• TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities
impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings,
taper tables and MUTCD illustrations, by themselves, are insufficient.
• Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility
relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable
sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on
the complexity of a project.
• TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase
when more than one TCP layout is submitted.
• TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which
consist of:
Map(s) showing the location of the project and work area.
All fonts shall be legible and a minimum 10-point font size.
All symbols of viewing or printing shall be clear and contrasting.
All streets shall be labeled, and layout must include a north arrow and scale.
Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.
Show locations where the standard traffic control plans are applied.
737 N 6th St Renton WA 98057 USAN 6TH STWELLS AVE N
ONLY1830ONE WAY
11 11 11 11 11151518181010 BUSSTOP11111111
11 11 11 11 1111111111111211111112N 6TH STN 6TH STWILLIAMS AVE N
BURNETT AVE N
LOGAN AVE N LOGAN AVE NBUSSTOP
RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREARRW-BRD
W20-1ROAD
WORK
AHEAD
RIGHT LANECLOSEDAHEAD W20-5RW4-2RX'≥X'≥X'≥W20-1ROADWORKAHEADW20-1ROADWORKAHEADNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com1 OF 5737 N 6TH ST, RENTON, WA 980570 11266435 04/15/2025Notes: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,if indicated use ADA compliant channelization.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 during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840RESTORATION TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316MFP25003634
737 N 6th St Renton WA 98057 USA151518181010BUSSTOP
1111111111 11 11 11 11POLICEUPO11111111111211111112N 6TH STN 6TH STWILLIAMS AVE N
BURNETT AVE N
LOGAN AVE N
LOGAN AVE NBUSSTOP
11 11 11 11 11 11111111ARRW-BRD
ARRW-BRD
W20-1ROADWORKAHEAD
RIGHT LANE
CLOSED
AHEAD W20-5RW4-2RX'≥X'≥X'≥X'≥C/WCLOSEDR9-3DETOURM4-9B C/WCLOSEDR9-3DETOURM4-9BW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2RX'≥X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ACONETOPPERW20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5L
X'≥X'≥X'≥
W20-7A
KEEPR4-7BRIGHTW20-7AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com2 OF 5737 N 6TH ST, RENTON, WA 980570 11266435 04/15/2025Notes: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,if indicated use ADA compliant channelization.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 during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840RESTORATION TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP25003634
737 N 6th St Renton WA 98057 USAN 6TH ST11 11 11 11 11151518181010 BUS
STOP
1111111111 11 11 11 11POLICEUPO11111111111211111112N 6TH STN 6TH STWILLIAMS AVE N
BURNETT AVE N
LOGAN AVE N
LOGAN AVE NBUSSTOP
ARRW-BRD
W20-1ROADWORKAHEAD W20-5RRIGHTTWO LANESCLOSEDAHEADW4-2RX'≥X'≥X'≥X'≥C/WCLOSEDR9-3
DETOURM4-9B
C/WCLOSEDR9-3DETOURM4-9B11 11 11 11 11
W20-7ALEFT
KEEP
R4-8B
W20-1ROADWORKAHEADARRW-BRD
W20-1
ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
BIKELANEENDSW9-1BBIKESMERGE WITHTRAFFICW4-1BX'≥X'≥11111111W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5LX'≥X'≥X'≥W20-7ACONETOPPER
11111112 TEMPORARY BUS STOPProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com3 OF 5737 N 6TH ST, RENTON, WA 980570 11266435 04/15/2025Notes: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,if indicated use ADA compliant channelization.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 during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840RESTORATION TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP25003634
1515BUSSTOP
1111111111 11 11 11 11 121112TRUCKSONLYTRUCKSONLYTRUCKSONLYTHRULANEONLY121112
12 11 11121111
11111111111211111112
11 11
N 6TH STN 6TH STBURNETT AVE N
LOGAN AVE N
LOGAN AVE NBUSSTOP 11111111ARRW-BRD
W20-1ROAD
WORK
AHEAD
RIGHT LANECLOSEDAHEAD W20-5RW4-2RX'≥X'≥X'≥W20-1ROADWORKAHEAD X'≥W20-1ROADWORKAHEADX'≥
KEEPR4-7BRIGHTCONETOPPERW20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5LX'≥X'≥Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com4 OF 5737 N 6TH ST, RENTON, WA 980570 11266435 04/15/2025Notes: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,if indicated use ADA compliant channelization.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 during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840RESTORATION TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP25003634
121112TRUCKSONLYTRUCKSONLYTRUCKSONLYTHRULANEONLY
121112
12 11 111211111111 N 6TH ST121112STOP W20-1ROADWORKAHEADW2
0
-
4
ONE LANEROADAHEADX'≥
X'≥
X'≥
W2
0
-
7
A
STOP
W20-7ACONETOPPER
ARRW-BRDSTOP
W20-1ROADWORK
AHEAD
RIGHT LANECLOSEDAHEAD W20-5RW4-2RX'≥X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADLEFT LANECLOSEDAHEADW20-5LX'≥X'≥X'≥W20-7ALOGAN AVE NN 6TH ST1211111112N 6TH STSTOP THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com5 OF 5737 N 6TH ST, RENTON, WA 980570 11266435 04/15/2025Notes: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,if indicated use ADA compliant channelization.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 during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840RESTORATION TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHINX' FEET OF WORK AREA(USE SIGN SPACING CHART)W20-1
ROADWORKAHEADW20-1ROADWORKAHEADMFP25003634
Owner / Developer Contact Info
officeATTN:
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
109160181
108653203
108655230
GAS
PROJECT PHASE Notification #Order #
Retire SVCs
Retire SVCs
SAP Superior
Service/Meter
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
AREA VIEW
SCALE: N.T.S.
LEGEND
FIELD NOTES:
FIELD DESIGNER:
CELL:
EMAIL:
CONSTRUCTION QUESTIONS:
PROJECT CONTACT INFORMATION:
CONST MANAGER:
CELL:
EMAIL:
PROJ MANAGER:
CELL:
EMAIL:
FOR MAIN DESIGNS REALIGNMENTS - FIELD DESIGNER
SHALL BE CONTACTED:
BILLING QUESTIONS:
925-450-3083
NYA HILL
nya.hill@pse.com
206-255-4824
STEVE MELLINGER
steve.mellinger@pse.com
206-305-8570
JOCELYN MEANS
jocelyn.means@pse.com
Cell Phone:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:
Project Manager Contact Information:
JOCELYN MEANS
206-305-8570
jocelyn.means@pse.com 109102766HOLE HOG/BORE 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
BP21 START
BP22 END
BP23 START
BP24 END
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'SDATENAME
INSTALL 2"MPE 439'
INSTALL 2"MPE 688'
60 PSIG 45 PSIG
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
1/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
1"=20'
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
10910276611266435
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.
____B.JOHNSON__________________________, PHONE___206-571-8519___________.
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 AND 2525.3400
AND PSE GAS FIELD PROCEDURE 4700.1500.
8.PROJECT MANAGER TO MAKE AN ACTIVE SERVICE RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
9.INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARD 2525.2100.
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.MAINS AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2525.1200.
17. PIPE SQUEEZING SHALL BE DONE IN ACCORDANCE WITH GOS 2525.1200 AND GAS FIELD PROCEDURES 4700.1300 AND
4700.1310.
18.WHEN INSTALLING, DEACTIVATING, REPAIRING, OR OTHERWISE MODIFYING A PIPELINE THAT IS LOCATED WITHIN 200
FEET OF ANY ACTIVE REGULATING STATION, PRESSURE RELIEF AND LIMITING DEVICE, OR SINGLE SERVICE FARM TAP
WHERE GAS SYSTEM ENGINEERING REVIEW AND APPROVAL IS REQUIRED PER GAS OPERATING STANDARDS. SEE
REVIEW DOCUMENTS, PROVIDED BY ENGINEERING.
19.FIELD TO VERIFY THAT ALL PROPER SERVICE ACTIONS (FOLLOWING THE KEY TO SERVICE ACTION LEGEND) HAVE BEEN
ACCOUNTED FOR PER THE "SERVICE CHECKLIST". IF A RISER IS FOUND IN THE FIELD AND WASN'T ACCOUNTED FOR,
FIELD PERSONNEL SHALL CONFIRM WHETHER THE RISER IS AN ABANDONED OR IDLE RISER:
19.1 IF IT IS AN ABANDONED RISER, CONTACT THE POINT DESK TO REQUEST GFR TO REMOVE IT.
19.2 IF IT IS AN IDLE RISER, REPORT THE RISER TO THE PROJECT MANAGER SO THAT THE PROJECT MANAGER MAY
CONFIRM WITH THE CUSTOMER WHETHER THEY WOULD LIKE TO KEEP THE SERVICE AND RISER. THE PROJECT
MANAGER MAY INSTRUCT TO TEST AND TIE THE SERVICE IF THE CUSTOMER WANTS GAS OR DOESN'T PROVIDE
PSE A RESPONSE IN A TIMELY MANNER.
###
1.ALL DUPONT AND STW PIPES SHALL BE RETIRED PER SCOPE OF WORK.
2.NOTIFY PROJECT MANAGER IF ADDITIONAL DUPONT AND/OR STW MATERIALS ARE FOUND DURING
CONSTRUCTION, INCLUDING AT OR BEYOND THE CONNECTION POINTS.
###
T&T
###
KEY TO SERVICE ACTION
T&T
C&C
RWM
###
###
###
###
METHOD OF CONSTRUCTION
109160182
SHEET 3 SHEET 4 SHEET 5
N 6TH ST
LOGAN AVE NLOGAN AVE NN 6TH ST (ARTERIAL)BURNETT AVE NWILLIAMS AVE NARTERIAL(ARTERIAL)(ARTERIAL)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
PRE-CONSTRUCTION MEETING REQUIRED
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
MFP25003634
GAS OPERATIONS MAP
SCALE: NONE
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
2/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
N/A
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
WORK SITE
MFP25003634
P P P P P
PGGPPPPP
P
P
P
P
P
P
P
P P
TPC
1/2" REBAR NO CAP
0.2' ABOVE GRADE
UT
xxxxxxxxUTUTUTxxxxxxxxGGGGGGGGGGT T TUTUTUTUTUTUTWWPP
P
P P P PPPP
T T T T T T T TT T T
G G G G G G G G G G
x x x x x x FOFOFOFOFOPPUTUTFOFOT T T T T T T T T T T T T T T T T T
TT
P
P
P
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P P P P P P P P P P P PPPP P P P
G G G G G G G G G G G G G G G G G G G G G G Gxxxxxxxxxxxxxxxxxxxxxxxx
SDMH
RIM=26.12
24" CIP E,W IE=18.5
SDMH
RIM=28.35
8" RCP NW IE=22.9
24" CIP W IE=19.6
24" DI E IE=19.6
SDMH
RIM=28.50
24" DI W IE=19.2
24" DI E IE=19.2
12" CPP S IE=21.3
CB TYPE 1
RIM=25.84
12" CPP NW IE=21.9
CB TYPE 2
RIM=27.55
24" CIP E,W IE=19.1
CB
RIM=27.98
12" CPP N IE=22.3
SSMH
RIM=27.99
CANNOT ACCESS
LID LOCKED
ROTATING
SECURITY
GATE
4' CLF15MPHAW
AW
CW 4' CLFCGWCR
CW
BUILDING
7' CLF W/ BW
CC
STOPSTOP
CW
CW 6.5' WIF 6.5' WIF
ICV(2)
ECB
ICV
6.5' WIF6.5' WIFCULVERT
12" CIP W TOP OF PIPE=27.5CULVERT
12" CIP E TOP OF PIPE=27.1
CULVERT
12" CIP W TOP OF PIPE=25.0
WCR
CW
CCCCCONC
SD SD SD SD SD SD SD
CONC WALL W/ 7' CLF W/ BW 7' CLF W/ BW
SD SD SD SD SD SD
P P P P P P P P P P
PA
GVL GVLCONCGVL
CONC
PA
GVL
CONC
TJR
ASPH
ASPH
PA
PA
P P
CONC
CONCPA
CW
EP
PA
DIT
CONC
CGCGCGCGSTOPSTOPDIT
CG
CGCC
WV
WV(2)
UTIL
6" STW HP
6" STW HP 6" STW HP 6" STW HP
3/4" STW1" STW3/4" STWTOP OF DIT
7' CLF W/ BW
R/W
R/W30'32'30'R/W
R/W30'33'30'R/W
R/W30'33'0723059001
0723059001
0723059001
0723059001
6" STW HP
ASPH
CW CW
CGCG SD24" CIP 24" CIP 24" CIP
24" CIP 24" CIP 24" DI24" CIP
24" CIP
BUILDING
0723059046737 LOGAN AVE N
737 LOGAN AVE N
801 N RIVERSIDE DR737 LOGAN AVE N
737 LOGAN AVE N
PA
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
P
P P
P
P
P
P P
x x x x x x x x x x x x
x
x
x x x x x x x x
CONC
CONCP
PA
PA
PA
SSSS SSICV
GM
GV
6.5' WIF
TTTTT T T
EPEP
DIT
CB TYPE 2 SOLID LID
RIM=29.17
24" DI W IE=19.2
24" CPP E IE=19.3
12" CPP SE IE=23.6SD24" DI 24" DI
6" STW HP
SSASPH
R/W
R/W30'33'VARIESR/W
R/W30'52.5'CG
CG
24" CIP DDD
D
0723059001
737 LOGAN AVE N
0723059001
737 LOGAN AVE N
S
(____)737PLAN VIEW
SCALE: 1"=20'
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
3/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
1"=20'
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AMATCHLINE A-ASHEET 4N 6TH ST
N RIVERSIDE DRPRIVATE ROADPRIVATE ROADMATCHLINE A-A
THIS SHEET
MFP25003634
SDMH
RIM=31.00
8" CONC W IE=23.7, PIPE POSSIBLY ABANDONED
24" CONC S IE=19.7
WWWWWWWWP P P P P
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GxxxxxxxxxxxxxxxxxSSMH
RIM=29.62
CANNOT ACCESS/LOCKED
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P P P PP
P P PPP
x x x x x x x x x x x x x x x x
CONC CONC
CONCPAPA
CB TYPE 1
RIM=28.85
12" CPP NW IE=24.9 CB TYPE 1
RIM=28.54
8" CONC NW IE=26.4
8" CONC S IE=26.5
CB TYPE 1
RIM=30.01
8" CONC N IE=26.9
CB TYPE 1
RIM=29.68
8" CONC N IE=-2.58
8" CONC SE IE=-2.86
CB TYPE 1 SOLID LID
RIM=31.04
8" CONC SW IE=27.8
CB TYPE 1
RIM=30.70
8" CONC S IE=28.5
CB TYPE 1
RIM=30.93
12" CPP W IE=28.5
CB TYPE 1
RIM=30.78
12" CPP N IE=28.4
12" CPP E IE=28.5
SDMH
RIM=31.78
24" CPP N IE=23.8
24" CPP W IE=20.3
24" CPP E IE=20.4
SDMH
RIM=31.79
24" CPP N IE=25.2
24" CPP S IE=24.2
SDMH
RIM=31.14
8" CONC NE IE=26.3
24" CONC E IE=25.6
12" CONC W IE=25.5
SDMH
RIM=30.84
24" CONC W IE=25.3
12" CPP E IE=25.0
24" CONC S IE=25.5
SDMH
RIM=30.70
12" CPP W IE=24.7
12" CPP N IE=21.3
24" CPP E IE=20.3
12" CONC SW IE=UNK
SDMH
RIM=30.60
24" CPP W IE=20.1
24" CONC N IE=20.0
24" CONC E IE=20.2
8" CONC SE IE=23.6
18" CMP S IE=21.5
SDMH
RIM=30.76
15" CONC W IE=21.0
15" CONC E IE=21.0
CLOSED PIPE RUNS THROUGH 12"
SDMH
RIM=30.71
24" CPP E IE=19.4
12" UNK SW IE=19.4CB TYPE 1
RIM=30.66
6" PVC NW IE=28.9
SDMH
RIM=31.17
12" CONC(BROKEN) N IE=25.7
12" CONC E IE=25.6
SSMH
RIM=30.43
UNKNOWN PIPE SIZE N & S IE=6.4
SSMH
RIM=30.10
24" CONC W IE=19.4
24" CONC E IE=19.5
8" CONC S IE=20.7
SDMH
RIM=30.55
18" CMP RISER N IE=21.0
24" CMP S IE=21.1 PPP PP
P
6.5
'
W
I
F
6.5
'
W
I
F
CW
CW
CG
RC
PECCCW
WV
CW
CC
PCW
WM
WVWV(4)
CWEM
ECB
CGCG
CGCCWV(3)
WV
CG
CGCW
CC
PA
CC
CW
CW
CW
CW
CONC
CC
CONC
DW CONCECCECCASPH
DW
CONC
METAL
GRATEECC6.5' WIF
6.
5
'
W
I
F
6.
5
'
W
I
F
G
A
T
E
ICV(2)
P
PAPA
CGCGCGPPECB(4)
CONC
WALLT
PA
CW
GRASSWV
WV CGCG
AW
CW
CW
7' WIF7' WIF7.5' CLF W/ BW
GATE
PGAR
GV7.5' CLF W/ BW6.5' WIF
PA
PATTTTTT
CGTE
TE EP
EP
DIT
SSMH
RIM=30.03
24" CONC W IE=20.6
12" DI N IE=21.3
18" CONC NE IE=20.6
24" CONC S IE=20.6
SSMH
RIM=30.37
24" DI NW IE=20.1
24" CONC E IE=20.1
CB TYPE 2 SOLID LID
RIM=29.17
24" DI W IE=19.2
24" CPP E IE=19.3
12" CPP SE IE=23.6 SDSD
SD
SDSD
SD
S
D
S
D
S
D
SDSD
SD
SDSDSD SD SD SD SDSD
SD SSSSSD2" BRASS CAP W/ PUNCH
IN CONC IN MONUMENT CASE
0.5' BELOW GRADE
N: 182524.23
E: 1300730.89
1 1/2" BRASS CAP W/ PUNCH
IN CONC IN MONUMENT CASE
0.5' BELOW GRADE
N: 182524.26
E: 1300717.64SD SD SD
24" DI 24" CPP
24" CPP 24" CPP24" CPP24" CPP 24" CONC24" CPP24" CPP24" CONC
24" CONC
24" CONC18" CMP24" CMP24" CONC
24" DI
24" DI 24" CONC
24" CONCCWCW
6" STW HP 6" STWTJR
ECC
CW
SSSS6" STW HP
6.5' WIF
CW
CG
CG
ASPH ASPH
PA
6.5' WIF
PA
WWWW W W W W
2" BRASS CAP
IN CONC IN MONUMENT CASE
W/ PUNCH 0.8' BELOW GRADE
N: 182522.62
E: 1300894.47
SDSDSSSD
24" CPP
24" CONC 18" CONC15" CONC 15" CONC 15" CONC 15" CONC24" CONC24" CONC24" CONC24" CONC
24" CPP24" CPP24" CPP
R/W
R/W30'52.5'VARIESR/W
R/W30'VARIESR/W
R/W30'VARIESR/WR/W60'54'R/W40.5'VARIES R/WR/W
R/W VARIES29.9'SDMH
RIM=31.06
15" CONC W IE=21.1
12" CONC NE IE=22.3
15" CONC E IE=21.1
12" CONC E IE=23.2
12" CONC S IE=23.3
R/W29.9'HAS A WV LID
BUT MIGHT BE
A GV
NO PAINT
NEARBY
R/W30'30'R/WR/W30'SSMH
RIM=30.60
24" CONC SW IE=19.3
24" CONC E IE=19.4
WM
WV24" CPPCG6" STW HP
D
D
D
D
DD
D
D
D
D
D
GV
737 LOGAN AVE N
0723059001
737 LOGAN AVE N
0723059001
737 LOGAN AVE N 0723059100
600 LOGAN AVE N
0886610020
660 LOGAN AVE N
7224500315
546 BURNETT AVE N
24" CONC
24" CONCS
SCO
S
S
D
S
0723059100
600 LOGAN AVE N
EAST LINE OF SE 1/4 OF SEC 07, T23N R4EWEST LINE OF SW 1/4 OF SEC 08, T23N R4EEAST LINE OF SE 1/4 OF SEC 07, T23N R4EWEST LINE OF SW 1/4 OF SEC 08, T23N R4EPLAN VIEW
SCALE: 1"=20'
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
4/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
1"=20'
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AMATCHLINE B-BSHEET 5N 8TH ST
MATCHLINE A-ASHEET 3LOGAN AVE NLOGAN AVE NBURNETT AVE NN 6TH ST (ARTERIAL)
N 6TH ST
N 5TH STN 4TH ST (ARTERIAL)(ARTERIAL)MFP25003634
TTTT 2" BRASS CAP
IN CONC IN MONUMENT
CASE W/ PUNCH
0.6' BELOW GRADE
N: 182519.93
E: 1301179.29
G G G G G G G G G G
P P P P P P P
P P P
P xx x x x x x x x x x x
WWWGGGG G G G G G
T T T T T T T T T T T
CB TYPE 1
RIM=29.56
8" CONC N IE=26.4
8" CONC S IE=26.3
CB TYPE 1
RIM=29.39
8" PVC S IE=27.2
CB TYPE 2 SOLID LID
RIM=30.84
8" CONC N IE=27.3
8" CMP SW IE=27.1 W/ FLOW RESISTOR
CB TYPE 1
RIM=29.23
8" CONC NE IE=26.9
8" PVC S IE=26.8
SDMH
RIM=30.19
24" CONC NW IE=20.4
24" CONC E IE=20.6
8" CONC S IE=25.5
SDMH
RIM=29.85
24" CONC W IE=20.3
8" CONC NE IE=24.4
24" CONC SE IE=20.3
SSMH
RIM=30.10
24" CONC W IE=19.4
24" CONC E IE=19.5
8" CONC S IE=20.7 PPA
CC
CW
ASPH
PARKING
LOT
GVL
PARKING
LOT
GRASSCW CW
CG CG
CW
CG
GV
CW
CW
PA 6.5' WIF6.5' WIF CW
CW
ICV(3)
CONC
PPA
PA
CC
CONC
DWECCCONC
METAL
GRATE
6.5' WIFECC
SDSD
SDSDSDSD
SSGV(2)
AW
24" CONC
24"
CONC
GVS
6" STW HP
2" STW IP 2" STW IP
6" STW HP
ASPH
DW DW DWDW
T
CONC
WWWWW
W W W W W W W W W W W W
WV
WV
SDMH
RIM=30.31
24" CONC W IE=20.8
24" CONC E IE=20.6
8" CONC NW IE=25.6
SDMH
RIM=30.45
15" CONC W IE=22.1
15" CONC E IE=22.0
6" CONC S IE=24.1
6" CONC SE IE=27.3
CB TYPE 1 SOLID LID
RIM=29.83
8" CONC N IE=27.1SDWV
S
D
SDSDSDSDSD
SD24" CONC 24" CONC
15" CONC 15" CONC15" CONC
R/W30'R/W30'R/W30'R/W
VARIESGRASS 36.2'R/W
WV
ECC
R/W12'R/WWM
W
WV
D
D
D
D
546 BURNETT AVE N
7224500310
WILLIAMS AVE N
0886610020
660 LOGAN AVE N
24" CONC 24" CONC
24" CONC
S
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
5/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
1"=20'
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AMATCHLINE B-BSHEET 41
WELLS AVE NWILLIAMS AVE NN 6TH ST (ARTERIAL)
N 5TH ST
IP GAS FLOW
IP GAS FLOW
Scale: N.T.S.
TIE IN DETAIL1
MFP25003634
xxxxxxxxxxxxxUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTxxxxxxxxxxxxxxxxxGGGGGGGGGGGGGGGGGGGGGGGBLAST WALLCCCC
WCR
WCR
IRC
ICV
(2)7' CLF W/ BW4'
CLF4' CLF7'
CLF
W/ BW7'
CLF
W/ BW
CW
CW
AW
AW
AW
SD
SD
SD
SD
SD
SD
UTIL
UTILUTILUTILCONC
CONC
UTIL
CULVERT
4" PVC SW TOP OF PIPE=29.0
CULVERT
4" PVC SW TOP OF PIPE=29.0
CULVERT
4" PVC SW TOP OF PIPE=29.1
CULVERT
4" PVC SW TOP OF PIPE=29.2
CULVERT
4" PVC SW TOP OF PIPE=29.3
CULVERT
4" PVC SW TOP OF PIPE=29.0
BLAST WALLAPPROXIMATE LOCATION
UN-OPENED R/W
STATE RD. NO. 7
0723059001
0723059001
R/W
30'30'R/W
R/W 30'30'0723059001
07230590013/4" STW3/4" STW4' CLF7' CLF W/ BW
AW
ASPH
4' CLF
737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
ASPH
x xxxxW
WGGGGGG
GG7' CLF
CULVERT
4" PVC SW TOP OF PIPE=29.1
CCFIRE
STATION
CO2
STORAGE
TANK7' CLF W
/ BW
SD
SD
CULVERT
4" PVC SW TOP OF PIPE=29.2
ASPH3/4" STW7'
CLF
W/ BWBLAST WALLGV
UV
LOOKS LIKE STORM
FROM THE OUTSIDE
SOLID LID
UNKNOWN VALVE INSIDE3/4"
STW
ASPH RAMP
(____)PEI800PLAN VIEW
SCALE: 1"=20'
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: __________________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11 DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
PC APPROVAL
6/6
J.MEANS 206-305-8570
N.HILL 925-450-3083
H.NGUYEN 303-788-9142
M.LOCK 425-424-6413
A.ALEXANDER 925-394-2228
B.JOHNSON 206-571-8519 6-13-24
N/A RENTON
2" MPE MAIN EXTENSION
737 N 6TH ST
RENTON, WA 98057
PUGET SOUND ENERGY
109102766
109102766
1"=20'
KING 498 PMPDPM13
SE 7-23-05 E / SW 8-23-05 E 204.080 207.081/207.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/APRIVATE ROADMATCHLINE D-D
THIS SHEET
MATCHLINE C-C
SHEET 3
MATCHLINE D-D
THIS SHEET
PRIVATE ROADMFP25003634
BOM for WO: 109102766
ITEM QTY DESCRIPTION PART NO.
1 CAP 5/8" MECHANICAL 5200551
2 CP BOX TEST STATION COMPLETE PLASTIC 5000307
1 CAP 2" MDPE 5200649
4 ELBOW 2" X 90 MDPE 6000484
1127'PIPE 2" COIL MED DENSITY 7000261
1 CP COPPER ADAPTER SLEEVE 7600540
1 STOP-SHORT 2" X 150 PSIG, MUELLER H-17190 7600743
1 TEE-PUNCH, SERV 1/2" X 5/8" X 125 PSIG, PE OUTLET, 1/4" CUTTER 7800575
1 TRANSITION, 2" X 0.154" X SDR-11, GR B, WELD X FUSE 7800809
1 WELD METAL CATHODIC MOLD 8500080
10 CP WIRE #10 COPPER 8500930
1127'WIRE #14 COPPER TRACER 8500940
MFP25003634
P PPP
PTPC
1/2" REBAR NO CAP
0.2' ABOVE GRADE
xxxxxxxxUTUTUTUTUTUTUTUTUTUTxxxxxxxxxxxTUT PPPP
FO FO FO FO
x x FOFOFOFO FO FO FO
P
PPxx
x
SDMH
RIM=26.1224" CIP E,W IE=18.5
SDMH
RIM=28.35
8" RCP NW IE=22.924" CIP E,W IE=19.6
SDMH
RIM=0.000" CONC E IE=0.0
CB TYPE 1RIM=25.84
12" CPP NW IE=21.9
CB TYPE 2
RIM=27.55
24" CIP E,W IE=19.1
CB
RIM=0.00
0" CONC E IE=0.0
SSMH
RIM=27.99
CANNOT ACCESSLID LOCKED
7' CLFPRIVATE ROADN 6TH ST
25 MPHPRIVATE ROADBLAST WALL
CULVERT
4" PVC SW TOP OF PIPE=29.1
CCCCCCWCR
WCR
ROTATINGSECURITYGATE
FIRE
STATION
CO2
STORAGE
TANK7' CLF
W/ BW
IRC
ICV
(2)7' CLF
W
/
BW4' CLF4' CLF4' CLF7' CLF
W
/ BW7' CLF
W/ BW15MPHCW
CW
AW
AW
AW
AW
AW
CW 4' CLFCGWCR
CW
BUILDING
7' CLF W/ BW
CC
STOPSTOP
CW
CW 6' WIF 6' WIF
ICV(2)
ECB
ICV
6' WIF6' W
IF
CULVERT12" CIP W TOP OF PIPE=27.5CULVERT
12" CIP E TOP OF PIPE=27.1
CULVERT12" CIP W TOP OF PIPE=25.0
WCR
CW
CCCCCONCSDSD
CONC WALL W/ 7' CLF W/ BW 7' CLF W/ BW
SD SD
P P P PPA
GVL GVLCONCGVL
CONC
PA
GVL
CONC
UTIL
UTILUTILUTILCONC
CONC
UTIL
CULVERT4" PVC SW TOP OF PIPE=29.2
CULVERT4" PVC SW TOP OF PIPE=29.0
CULVERT
4" PVC SW TOP OF PIPE=29.0
CULVERT
4" PVC SW TOP OF PIPE=29.1
CULVERT4" PVC SW TOP OF PIPE=29.2
CULVERT
4" PVC SW TOP OF PIPE=29.3
CULVERT4" PVC SW TOP OF PIPE=29.0
ASPH
ASPH
ASPH
PA
PAPP
CONC
CONCPA
CW
EPEP
PA DITCONC
CGCGCGCG
CGSTOPSTOPDIT
CG
CGCC
WV
WV(2)
UTIL
TOP OF DIT
7' CLF
W/ BWBLAST WALLBLAST WALL7' CLF W
/
BW
GV
UV
LOOKS LIKE STORMFROM THE OUTSIDESOLID LIDUNKNOWN VALVE INSIDE
ASPH RAMP
APPROXIMATE LOCATION
UN-OPENED R/W
STATE RD. NO. 7
R/W
R/W30'32'30'R/W
R/W30'33'30'R/W
R/W30'33'0723059001
0723059001
0723059001
0723059001
0723059001
0723059001
0723059046
R/W
R/W 30'30'R/W
R/W 30'30'0723059001
0723059001
0723059046
PRIVATE ROADASPH
CW CW
CGCG
W W W W W W W W
4' CLF7' CLF
W
/
BW
AW ASPH
24" CIP 24" CIP 24" CIP
24" CIP 24" CIP 24" CIP24" CIP
24" CIP
BUILDING
4' CLF0723059046737 LOGAN AVE N
737 LOGAN AVE N
801 N RIVERSIDE DR737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
737 LOGAN AVE N
801 N RIVERSIDE DR
801 N RIVERSIDE DR
PA
ASPH
TJR
GV
S
D
SSS
ICV
DD
SGM SS6" STW HP 6" STW HP
3/4" STW1" STW3/4" STW3/4
"
STW3/4"
STW3/4
"
STW3/4" STW
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
RETIRE (2) HP SERVICES
BOEING 5-27 & BOEING 5-28
737 N 6TH ST, RENTON
108653203
4D02-469
1/4
PLOT PLAN
GAS MAIN PRESSURE AND TESTING
REVISIONS
FITTER'S CHECKLIST
DRAWING SHEET INDEX
SAP ORDER #108653203TYPE/
WORK
PIPE
SIZE TYPE EST
LENGTH
ACT
LENGTH MANUFACTURER
GAS MAIN INSTALLATION/RETIREMENT
PROJECT CONTACT LIST FOR JOB#108653203
DETAIL SECTION
DETAIL CALLOUT
DETAIL LABEL
SECTION CALLOUT
SECTION LABEL
PLAT MAP
PRELIMINARY DRAWING REVIEW (60%)
Changes NeededRoleName
Engineer
Blank
Approving Engineer
Cathodic Protection
Pressure Control
Construction
Management
Project Manager
Gas System Integrity &
Planning
Industrial Meter
Operations
Instrumentation
OK as Designed
Date
MFP25003634
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
RETIRE (2) HP SERVICES
BOEING 5-27 & BOEING 5-28
737 N 6TH ST, RENTON
108653203
4D02-469
2/4
GAS MAIN PRESSURE AND TESTING
FITTER'S CHECKLIST
WELDER
REVISIONS
NOTE
S
T
O
B
E
P
R
O
VI
D
E
D
A
T
L
A
T
E
R
D
A
T
E
MFP25003634
P P
TPC xT T TUTUTUTUTUTUTWWPP
P
P P P PP
FO FO FO FO
FO
FO FO FO
x x x x FOFOFOFOFO
SDMH
RIM=26.12
24" CIP E,W IE=18.5
CB TYPE 1
RIM=25.84
12" CPP NW IE=21.9
ROTATING
SECURITY
GATE
BUILDING
CULVERT
12" CIP E TOP OF PIPE=27.1
CULVERT
12" CIP W TOP OF PIPE=25.0
CONC
SD SD SD SD SD
CONC WALL W/ 7' CLF W/ BW 7' CLF W/ BW
SD
P P P P P P P P P
GVL GVLCONCGVL
CONC
PA
GVL
CONC
DIT
CGCC
WV
WV(2)
UTIL
R/W
R/W30'32'30'0723059001
ASPH
CW CW
CGCG
W W W W W W W W W
24" CIP 24" CIP 24" CIP
24" CIP
BUILDING
0723059046801 N RIVERSIDE DR737 LOGAN AVE N
PA
TJR
DD
SGM SS6" STW HP
6" STW HP
3/4" STW6" STW HP
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
RETIRE (2) HP SERVICES
BOEING 5-27 & BOEING 5-28
737 N 6TH ST, RENTON
108653203
4D02-469
4/4
GAS MAIN PRESSURE AND TESTING
FITTER'S CHECKLIST
REVISIONS
PLAN VIEW
-
1DETAIL
MFP25003634
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
RETIRE (2) HP SERVICES
BOEING 5-27 & BOEING 5-28
737 N 6TH ST, RENTON
108653203
4D02-469
3/4
GAS MAIN PRESSURE AND TESTING
FITTER'S CHECKLIST
REVISIONS
MFP25003634