HomeMy WebLinkAboutMFP20000461.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20000461
IVR Number: 20000461
Permit Informaon
Permit Name:Puget Sound Energy Gas Permits
Address/Locaon :02/03/2020Application Date:7231501979Parcel Number:858 S 2ND ST
Permit Type:02/26/2020Issue Date:Franchise
Permit Work Class:02/25/2021Expiration Date:Minor Utility
Job Number:109120598Franchise Type:Natural Gas
Description:5 gas main offset relocates to avoid future storm and water on the cities public improvement project. Locations are at
Williams and 2nd, Wells and 2nd, Burnett and 3rd, Williams and 3rd, Wells and 3rd. Aprox 320' of gas pipe in total will
be relocated.
PRE CONSTRUCTION MEETING REQUIRED
RESTORATION PER CITY OF RENTON STANDARDS .
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (425) 892-0416ApplicantX
Carli Bunkelman
PSE/POTELCO - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 437-6708Contact
U S BANK CORPORATE PROPS 2800 E LAKE ST LAKE0012
MINNEAPOLIS , MN 55406
Owner
Marita Bond
Puget Sound Energy - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 395-6346Specialized
Billing
General Condions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
This permit and plans must be posted at the job site at all times.
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
4
4
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4
4
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MULTIPLE LOCATIONS, PLEASE SEE "DESCRIPTION" BELWO
TBD TBD TBD TBD
Locations are at Williams and 2nd, Wells and 2nd, Burnett and 3rd, Williams and 3rd, Wells and 3rd.
POTELCO, INC 425 892 0416
GLENN HELTON GLENN.HELTON@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP20000461
Monday - Friday 8:00AM - 3:00PM
Scott Warlick C.E.D 2/11/2020
PRE-CONSTRUCTION MEETING WILL BE REQUIRED
PRIOR TO THE START OF WORK.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
CORRIE RYDBERG 02/03/2020
111111S 2ND ST (SR-900)WILLIAMS AVE S19
111111111010
WILLIAMS AVE S191010
1111
S 2ND ST (SR-900)
ONE WAY
191010 WILLIAMS AVE SM6-2ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100'100'RIGHT LANECLOSEDAHEADW20-5RN
TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
PSE PUGETSOUNDENERGY
JOB#109120598
858 S 2nd St, Renton, WA 98057
January 20, 2020
safaa.neema@pse.com
(425) 398-6077
SHEET 1 of 9
PRINT ON
11X17" SHEETS ONLY
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
WORK PIT
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
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 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be 83-103' NCL of S 2nd St & 12'
WCL of Williams Ave S.
MFP20000461
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000
0000000NO PARKINGNO-PARK S 2ND ST (SR-900)WELLS AVE S
121212ONE WAYONE WAY11 11 11 11
ALLEYS 2ND STS 2ND STB
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Y
NMAIN AVE SONE WAYONE WAYONE WAY10101010POLICE UPO
M6-2M6-2
W20-7ABEPREPARED
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WORK
AHEAD W20-1RIGHT LANE
CLOSED
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PREP
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W20-7ABEPREPAREDTOSTOPW3-4 100'100'ROADWORKAHEADW20-1 100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5R CROSSWALKCLOSEDR9-3 CROSSWALKCLOSEDR9-3DETOURM4-9bDETOURM4-9b
W20-7A100'BEPREPARED
TO
STOPW3-4100'ROAD
WORK
AHEADW20-1W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100'X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN100 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 2 of 9PRINT ON11X17" SHEETS ONLYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 3-4' NCL of S 2nd St & 16' ECL ofWells Ave S.28" TRAFFIC CONELEGENDWORK PITTRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK S 2ND ST (SR-900)WELLS AVE S
121212ONE WAYONE WAY11 11 11 11
ALLEYS 2ND STS 2ND STB
R
O
N
S
O
N
W
A
Y
NMAIN AVE SONE WAYONE WAYONE WAY10101010POLICEUPO
M6-2M6-2
W20-7ABE
PREPARED
TO
STOP W3-4100'100'ROAD
WORK
AHEAD W20-1RIGHT LANECLOSEDAHEAD W20-5R100'100'ROAD
WORK
AHEA
D W20-1BE
PREP
A
R
E
D
TO
STOP W3-41
0
0
'
1
0
0
'
W20-7ABEPREPAREDTOSTOP
W3-4 100'100'ROADWORKAHEADW20-1
100'100'100'W4-2L W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'
100'100'RIGHT LANECLOSEDAHEADW20-5R X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN100 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 3 of 9PRINT ON11X17" SHEETS ONLYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 3-4' NCL of S 2nd St & 4' WCL ofWells Ave S.28" TRAFFIC CONELEGENDWORK PITTRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
BUSSTOPBUSSTOPONE WAYONE WAY100'S 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY1111S 3RD ST (SR-900)1111141411 11
11 S 2ND ST (SR-900)1111
1111
WILLIAMS AVE S
1111191010WILLIAMS AVE S
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARKM6-2111110131214ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1SHOULDERWORKW21-5100'100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'BLR11-4R5-133ROAD CLOSEDTOTHRU TRAFFICLOCALACCESSONLYALLEYCLOSEDAHEAD
ALLEY-CLOSED-AHDALLEYCLOSEDAHEAD
ALLEY-CLOSED-AHD
S/W
CLOSED R9-9DETOUR M4-9bS/WCLOSEDR9-9DETOURM4-9bBUSINESS/ RESIDENT WILL BEINFORMED OF ALLEY CLOSURE 10 DAYSIN ADVANCE. CREW CAN MOVE (SHIFT)CONES AND EQUIPMENT IN THE EVENTOF EMERGENCY VEHICLE ACCESS.NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 4 of 9PRINT ON11X17" SHEETS ONLYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 26' NCL of S 3rd St & 3' ECL ofAlley to 140' WCL of Williams Ave S.WORK PITLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
LFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK BUSSTOPBUSSTOPONE WAYONE WAY100'S 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY1111S 3RD ST (SR-900)1414111110M6-2CENTER LANECLOSEDAHEADW9-3THRUTRAFFICMERGELEFTW4-7L100'100'100'ROADWORKAHEADW20-1M6-2131214ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'BX'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN100 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 5 of 9PRINT ON11X17" SHEETS ONLYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 5' SCL of S 3rd St & 140-73' WCLof Williams Ave S, and 9' SCL of S 3rd St & 73' WCL ofWilliams Ave S.WORK PITLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKFROMTOTOW AWAY AREAPHONE 888-9999
INFRASOURCE
LLC
000
0000000NO PARKINGNO-PAR
K BUSSTOPONE WAYONE WAYS 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY1111S 3RD ST (SR-900)WILLIAMS AVE S 11111414POLICEUPOM6-2M6-21212W20-7ABEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1100'100'100'W4-2RLEFT LANECLOSEDAHEADW20-5LW20-7ABEPREPAREDTOSTOPW3-4100'100'100'ROADWORKAHEADW20-1W4-2RLEFT LANECLOSEDAHEADW20-5L100'100'W20-7ABEPREPAREDTOSTOPW3-4100'100'W20-7A100'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RBEPREPAREDTOSTOPW3-4100'NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 6 of 9PRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 5-9' SCL of S 3rd St & 10' ECL ofWilliams Ave S.CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'28" TRAFFIC CONELEGENDWORK PITTRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK BUSSTOPONE WAYONE WAYS 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY1111S 3RD ST (SR-900)1414M6-21212ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5R100'1111NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 7 of 9PRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 5-9' SCL of S 3rd St & 98' ECL ofWilliams Ave S.CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840WORK PITLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
BUSSTOPBUSSTOPONE WAYONE WAYS 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY11111818ONE WAY
ONE WAY
RRRR1818ONE WAY HOUSER WAY
S
WELLS AVE SS 4TH ST1919S 4TH ST2121
2121
ONE WAY
100'100'1012ONE WAY
1010ONE WAYS 3RD ST (SR-900)S 3RD ST (SR-900)WELLS AVE S11111414
1818M6-2M6-2 W20-7ABEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'W20-7A100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RBEPREPAREDTOSTOPW3-4100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'
W20-7A
BEPREPAREDTOSTOPW3-4
100'100'100'ROADWORKAHEADW20-1 W4-2RLEFT LANECLOSEDAHEADW20-5L
100'100'
W20-7ABEPREPAREDTOSTOP
W3-4 100'100'ROADWORKAHEADW20-1 100'100'100'W4-2RLEFT LANECLOSEDAHEADW20-5L
CROSSWALK
CLOSED R9-3CROSSWALKCLOSEDR9-3DETOURM4-9bDETOUR M4-9bROAD
WORK
AHEAD W20-1BE
PREPA
R
E
D
TO
STOP W3-410
0
'
10
0
'
ROAD
WORK
AHEAD
W20-1BE
PREPA
R
E
D
TO
STOPW3-4100
'
1
00
'POLICEUPO
X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN100 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 8 of 9PRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 5-9' SCL of S 3rd St & 5' WCL ofWells Ave S, and 5' SCL of S 3rd St & 3' WCL of WellsAve S, and 22' NCL of S 3rd St & 3-9' WCL of Wells AveS.CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--84028" TRAFFIC CONELEGENDWORK PITTRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
BUSSTOPBUSSTOPONE WAYONE WAY100'S 3RD ST (SR-900)BURNETT AVE SWILLIAMS AVE SBURNETT AVE SWILLIAMS AVE S111112121212ONE WAYONE WAY11111818ONE WAY
ONE WAY
RRRR1818ONE WAY HOUSER WAY
S
WELLS AVE SS 4TH ST1919S 4TH ST2121
2121
100'1012ONE WAY
1010ONE WAYS 3RD ST (SR-900)S 3RD ST (SR-900)WELLS AVE S11111414
1818POLICEUPO
100'100'100'
W4-2L W20-7A
ROADWORKAHEADW20-1
BEPREPAREDTOSTOPW3-4
100'100'RIGHT LANECLOSEDAHEADW20-5R
W20-7A 100'100'100'100'100'
W4-2LROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4RIGHT LANECLOSEDAHEADW20-5R
ROAD
WORK
AHEAD W20-1BE
PREPA
R
E
D
TO
STOP W3-410
0
'
10
0
'
ROAD
WORK
AHEAD
W20-1BE
PREPA
R
E
D
TO
STOPW3-4100
'
1
00
'W20-7ABEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'W20-7A100'ROADWORKAHEADW20-1100'100'100'W4-2LRIGHT LANECLOSEDAHEADW20-5RBEPREPAREDTOSTOPW3-4100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1
100'CROSSWALKCLOSEDR9-3 CROSSWALKCLOSEDR9-3DETOURM4-9bDETOURM4-9b
X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN100 FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1NTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425PSEPUGETSOUNDENERGYJOB#109120598858 S 2nd St, Renton, WA 98057January 20, 2020safaa.neema@pse.com(425) 398-6077SHEET 9 of 9PRINT ON11X17" SHEETS ONLYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be 5-9' SCL of S 3rd St & 15' ECL ofWells Ave S.CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--84028" TRAFFIC CONELEGENDWORK PITTRAFFIC FLOWSIGN LOCATIONFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20000461
WILLIAMS AVE SS 3RD ST WELLS AVE SWELLS AVE SS 3RD STBURNETT AVE SWILLIAMS AVE SS 2ND ST
N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
PSE
N/A
N/A
PSE N/A
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
11433792 109120598
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A 108612234
N/A N/A
GAS
PROJECT PHASE Notification #Order #
MN Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
45
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
-----------------
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
FOOTAGE BETWEEN FITTINGS.
18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)
SITE PLAN
SCALE: 1" = 50'-0" 109120598DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
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
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
ROPE PROPOSED PIPE 2" MPE IP MAIN
WORK AREA
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60 IP058 - 45
N/A RENTON
WELLS AND WILLIAMS AVE S - RENTON
PUBLIC IMPROVEMENT
858 S 2ND ST - RENTON 98057
109120598
N/A
AS NOTED 1/5
KING 29 CSPSKGPI
NW-17-23-05 208.080 209.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
G. HELTON 425.559.4647
G. HELTON 425.559.4647
G. HELTON 425.559.4647
INSTALL 1 1/4"20'
SVC Retirement
MPE"
RETIRED 2"230'MPE"
RETIRED 1 1/4"20'MPE"
INSTALL 2"306'MPE"
SEE SHEET 5
SEE SHEET 2
PLOT PLAN A
SEE SHEET 3
SEE SHEET 4 PLOT PLAN D
PLOT PLAN B PLOT PLAN C
MFP20000461
710IP GAS FLOWIP GAS FLOW IP GAS FLOWIP GAS FLOW
IP GAS FLOWIP GAS FLOW
S 2ND ST WELLS AVE SWILLIAMS AVE S858710IP GAS FLOWN
IP GAS FLOW
N
PLOT PLAN A
SCALE: 1" = 30'-0"
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A RENTON
109120598
N/A
1"=30'2/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
G. HELTON 425.559.4647
G. HELTON 425.559.4647
G. HELTON 425.559.4647
TIE IN
TEE HV 2"X2" MPE
3' N C/L & 16' E C/L
____'N C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
3' N C/L & 14'E C/L
____'N C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'E C/L
2X ELBOW 2"X90° MPE
4'N C/L & 16'E C/L
___'N C/L & ___'E C/L
TIE IN
TEE HV 2"X2" MPE
3'N C/L & 4' W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
3'N C/L & 2' W C/L
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
2X ELBOW 2"X90° MPE
4'N C/L & 4' W C/L
___'N C/L & ___'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4.5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2.75'
4'N C/L, ____'N C/L
2" STL CASING
29 CSPSKGPI
NW-17-23-05 208.080 209.082
1
2
2
2
ELBOW 1 1/4"X90° MPE
103'N C/L & 12' W C/L
ELBOW 1 1/4"X90° MPE
103'N C/L & 12' W C/L
2X ELBOW 1 1/4"X90° MPE
83'N C/L & 12' W C/L
ELBOW 1 1/4"X90° MPE
83'N C/L & 12' W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
ELBOW 2"X90° MPE
4'N C/L & 16'E C/L
ELBOW 2"X90° MPE
4'N C/L & 16'E C/L
ELBOW 2"X90° MPE
4'N C/L & 4' W C/L
ELBOW 2"X90° MPE
4'N C/L & 4' W C/L
TIE IN
TEE HV 2"X2" MPE
3'N C/L & 4' W C/L
TIE IN
TEE HV 2"X2" MPE
3' N C/L & 16' E C/L
CUT & CAP
CAP 2" MPE
3'N C/L & 2' W C/L
CUT & CAP
CAP 2" MPE
3' N C/L & 14'E C/L
4
2
Scale: NTS
VERTICAL OFFSET4
2
Scale: NTS
TIE IN DETAIL2
2
(____')
Scale: NTS
TIE IN DETAIL1
2 Scale: NTS
VERTICAL OFFSET3
2
3
2
TEE TAP 1 1/4"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
2X ELBOW 1 1/4"X90° MPE
103'N C/L & 12' W C/L
___'N C/L & ___'W C/L
TEE TAP 1 1/4"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
2X ELBOW 1 1/4"X90° MPE
83'N C/L & 12' W C/L
___'N C/L & ___'W C/L
PROPOSED PIPE 1 1/4" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2.3'
12'W C/L, ____'W C/L
PROPOSED PIPE 1 1/4" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2.3'
12'W C/L, ____'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4.5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 2.75'
4'N C/L, ____'N C/L
TEE TAP 1 1/4"X 1 1/4" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
TEE TAP 1 1/4"X 1 1/4" MPE
(BYPASS TEE)
____'N C/L & ____'W C/L
PIPE 1-1/4" MPE BYPASS
(____')(____')(__
_
_
'
)
WELLS AND WILLIAMS AVE S - RENTON
PUBLIC IMPROVEMENT
858 S 2ND ST - RENTON 98057
TEE TAP 1 1/4"X 1 1/4" MPE
(BYPASS TEE)
TEE TAP 1 1/4"X 1 1/4" MPE
(BYPASS TEE)
PIPE 1-1/4" MPE BYPASS (____')(____')(__
_
_
'
)(____')(____')
MFP20000461
IP GAS FLOWIP GAS FLOW
BURNETT AVE SS 3RD ST
709IP GAS FLOWIP GAS FLOW
PLOT PLAN B
SCALE: 1" = 30'-0"
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A RENTON
109120598
N/A
1"=30'3/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
G. HELTON 425.559.4647
G. HELTON 425.559.4647
G. HELTON 425.559.4647
CUT & CAP
CAP 2" MPE
24'N C/L & 3'E C/L
____'N C/L & ____'E C/L
TIE IN
TEE HV 2"X2" MPE
26'N C/L & 3'E C/L
____'N C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'E C/L
2X ELBOW 2"X90° MPE
26'N C/L & 140' W OF WILLIAMS AVE C/L
___'N C/L & ___'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
2
3
1
3
Scale: NTS
TIE IN DETAIL1
3
6" STL CASING
29 CSPSKGPI
NW-17-23-05 208.080 209.082
(____')(____')PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5.5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'-4"
140'W OF WILLIAMS AVE C/L, ____'W C/L
(____')
Scale: NTS
VERTICAL OFFSET2
3
WELLS AND WILLIAMS AVE S - RENTON
PUBLIC IMPROVEMENT
858 S 2ND ST - RENTON 98057
END OF MAIN
144'E OF BURNETT AVE C/L MATCHLINE A-ASEE SHEET 42X ELBOW 2"X90° MPE
5'S C/L & 73'W OF WILLIAMS AVE C/L
___'S C/L & ___'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 75'W C/L
____'S C/L & ____'W C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 73'W C/L
____'S C/L & ____'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3'
5'S C/L, ____'S C/L
TIE IN
TEE 2"X2" INLINE TEE
5'S C/L & 140'W OF WILLIAMS AVE C/L
____'S C/ & ____'W C/L
END OF MAIN
CAP 2" MPE
5'S C/L & 144'W OF
WILLIAMS AVE C/L
____'S C/L & ____'W C/L
TIE IN
TEE 2"X2" INLINE TEE
5'S C/L & 140'W C/L
END OF MAIN
CAP 2" MPE
5'S C/L & 144'W C/L
ELBOW 2"X90° MPE
26'N C/L & 140' W C/L
ELBOW 2"X90° MPE
26'N C/L & 140' W C/L
ELBOW 2"X90° MPE
5'S C/L & 73'W C/L
ELBOW 2"X90° MPE
5'S C/L & 73'W C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 73'W C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 75'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
24'N C/L & 3'E C/L
TIE IN
TEE HV 2"X2" MPE
26'N C/L & 3'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5.5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 4'-4"
140'W C/L, ____'W C/LPROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 4' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3'
5'S C/L, ____'S C/L
(____')
(____')(____')(____')(____')MFP20000461
801IP GAS FLOW
IP GAS FLOW
IP GAS FLOWWILLIAMS AVE SS 3RD ST
IP GAS FLOW
N
PLOT PLAN C
SCALE: 1" = 30'-0"
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A RENTON
109120598
N/A
1"=30'4/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2X ELBOW 2"X90° MPE
5'S C/L & 98'E C/L
___'S C/L & ___'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
5'S C/L, ____'S C/L
29 CSPSKGPI
NW-17-23-05 208.080 209.082
G. HELTON 425.559.4647
G. HELTON 425.559.4647
G. HELTON 425.559.4647
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 98'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 96'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° MPE
5'S C/L & 10'E C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 10'E C/L
ELBOW 2"X90° MPE
5'S C/L & 10'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 12'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE STORM PIPE AT 3.5'
5'S C/L, ____'S C/L
WELLS AND WILLIAMS AVE S - RENTON
PUBLIC IMPROVEMENT
858 S 2ND ST - RENTON 98057
1
4
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE WATER PIPE AT 4'
5'S C/L, ____'S C/L
2X ELBOW 2"X90° MPE
5'S C/L & 10'E C/L
___'S C/L & ___'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 12'E C/L
____'S C/L & ____'E C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 10'E C/L
____'S C/L & ____'E C/L
2X ELBOW 2"X90° MPE
5'S C/L & 98'E C/L
2X ELBOW 2"X90° MPE
5'S C/L & 98'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 96'E C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 98'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE WATER PIPE AT 4'
Scale: NTS
VERTICAL OFFSET2
4
2
4
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
Scale: NTS
TIE IN DETAIL1
4MATCHLINE A-ASEE SHEET 3MATCHLINE B-BSEE SHEET 5(____')(____')(____')MFP20000461
900IP GAS FLOWIP GAS FLOWIP GAS FLOW
WELLS AVE SS 3RD ST
IP GAS FLOW IP GAS FLOWIP GAS FLOW
IP GAS FLOW
PLOT PLAN D
SCALE: 1" = 30'-0"
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
S. ALNEEMA 253.234.6301
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.559.4647
glenn.helton@pse.com
GLENN HELTON
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A RENTON
109120598
N/A
1"=30'5/5
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1
5
Scale: NTS
TIE IN DETAIL2
5
29 CSPSKGPI
NW-17-23-05 208.080 209.082
G. HELTON 425.559.4647
G. HELTON 425.559.4647
G. HELTON 425.559.4647
WELLS AND WILLIAMS AVE S - RENTON
PUBLIC IMPROVEMENT
858 S 2ND ST - RENTON 98057
2
5
Scale: NTS
TIE IN DETAIL1
5MATCHLINE B-BSEE SHEET 46" STL CASING
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 5'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 3'W C/L
____'S C/L & ____'W C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 15'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 13'E C/L
____'S C/L & ____'E C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
2X ELBOW 2"X90° MPE
5'S C/L & 15'E C/L
___'S C/L & ___'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE WATER PIPE AT 4'
5'S C/L, ____'S C/L
TIE IN
TEE HV 2"X2" MPE
22'N C/L & 9'W C/L
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
2X ELBOW 2"X90° MPE
22'N C/L & 3'W C/L
___'N C/L & ___'W C/L
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3.5' TO CLEAR TOP OF
FUTURE STORM PIPE AT 5'
13'W C/L, ____'W C/L
2X ELBOW 2"X90° MPE
5'S C/L & 5'W C/L
___'S C/L & ___'W C/L
TIE IN
TEE 2"X2" INLINE TEE
5'S C/L & 3'W C/L
____'S C/L & ____'W C/L
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN
TIE IN
TEE HV 2"X2" MPE
22'N C/L & 9'W C/L
CUT & CAP
CAP 2" MPE
20'N C/L & 9'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" MPE
20'N C/L & 9'W C/L
2X ELBOW 2"X90° MPE
22'N C/L & 3'W C/L
2X ELBOW 2"X90° MPE
22'N C/L & 3'W C/L
TIE IN
TEE 2"X2" INLINE TEE
5'S C/L & 3'W C/L
2X ELBOW 2"X90° MPE
5'S C/L & 5'W C/L
___'S C/L & ___'W C/L
2X ELBOW 2"X90° MPE
5'S C/L & 5'W C/L
___'S C/L & ___'W C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 5'W C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 3'W C/L
TIE IN
TEE HV 2"X2" MPE
9'S C/L & 15'E C/L
CUT & CAP
CAP 2" MPE
9'S C/L & 13'E C/L
ELBOW 2"X90° MPE
5'S C/L & 15'W C/L
ELBOW 2"X90° MPE
5'S C/L & 15'W C/L
PROPOSED PIPE 2" MPE IP MAIN
TOP OF PIPE TO BE BURIED
AT 5' TO CLEAR BOTTOM OF
FUTURE WATER PIPE AT 4'
5'S C/L, ____'S C/L
PROPOSED PIPE 2" MPE IP MAIN
BOTTOM OF PIPE TO BE BURIED
AT 3.5' TO CLEAR TOP OF
FUTURE STORM PIPE AT 5'
13'W C/L, ____'W C/L
(____')(____')(____')
(__
_
_
'
)
(__
_
_
'
)
(__
_
_
'
)
(__
_
_
'
)
(___
_'
)(____')
MFP20000461
Job #:
Date:Address:
Jurisdiction:City / Zip:
Right of Way Permit?Customer:
Est. Start Date:PM / Insp:
Est. Duration:
Open Trench
Trenchless
&
&
&
&
Fuel Line Length:
Mtr Loc:Fuel Line Diameter:
Williams Ave S 4' X 4'Asphalt2' 'N S of CL S 2nd St 5' 'E W of CL
Williams Ave S 2' X 2'9' 'N S of CL
2' X 2'
S 3rd St 'E W of CL75'
2' X 2'Asphalt
PLAT MAP:
1-2 days
9' 'N S of CL
Pothole gas main in 3 different locations and power in 1 location to get depth to give to city for their project.
There's supposed to be a 6" and 4" conduit in trench for power. Need depth of both. Notification for potholes is
11490752
S 3rd St 68' 'E W of CL Wells Ave S
20' 'N S of CL S 2nd St 'E W of CL Williams Ave S Asphalt15'
Glenn Helton
709 S 3rd St, 811 S 3rd St & 201 Williams Ave S
Renton 98057
Construction Method
(425) 559-4647
City of Renton
Asphalt
109120598
2/20/18
Renton
03/25/18
PRE-INSPECTION REPORT
WORK DESCRIPTION:
CUST PHONE NUMBER
Work Location
PHONE NUMBER
Size of Cut Surface Type
SPEED LIMIT
MPH
Service Information
Diameter Meter EFV
N
709 S 3rd St
Ex. PSE Power
Ex. 2" PE MN in 6" Casing
FLAGGERS #
OFFICERS #
TROLLY LINES
TRAFFIC SIGNAL
BUS STOP #
ARTERIAL
METER HOODS #
NO PARKS #
Commercial
Residential
Multi-Family
New Constr.
Stub
Extension
Cut & Cap
Altered Commercial
Altered Residential
Replacement Service
Main Maintenance
Service Maintenance
Valve Maintenance
Leak Repair
CP Work
Pothole
Extension
Compete Serv
5/8"
11/8"
11/4"
2"
250
425
630
1000
1800
2600
10,000
Bollards 2.5" #
Bollards 4" #
FUEL LINE PERMIT NEEDED
Template Bar
YES NO
Quarter-Sec-Town-Range
CL's
S 3rd St Williams Ave S Ex. 2" PE MN in 6" Casing
CL's
S 3rd St Wells Ave S CL's
S 2nd St Williams Ave Ex. 12" STW HP MN 811 S 3rd St
201 Williams Ave S
PH G1
PH G2
PH G3
PH P1
G1
P1
G3
G2
MFP20000461
RESTORATION PER CITY OF RENTON STANDARDS