HomeMy WebLinkAboutMFP23000595.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23000595
IVR Number: 23000595
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:02/02/2023Application Date:9476200175Parcel Number: 454 GRANDEY WAY NE
Permit Type:12/18/2023Issue Date:Franchise
Permit Work Class:12/17/2024Expiration Date:Major Utility
Job Number: 109143153Franchise Type:Natural Gas
Description: PSE Gas Trenching approximately 135ft and relocate existing 1 1/4" gas main out of new bridge foundation.
Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
INFRASOURCE, INC
6905 S 228TH ST KENT, WA 98032
PLEASE SEE ATTACHED
109143153
430 Sunset Blvd N
BRIAN PARKER 253-243-4165
Monday Friday 9:00am 3:00pm
MFP23000595
Scott Warlick CED 12/18/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
430 Sunset Blvd N
Renton
WA 98057
USAHOUSER WAY BYPASSSUNSET BLVD N SUNSE
T
B
L
V
D
N I -405 ONRAMPEXIT 4 S
B
O
F
F
R
A
M
PHOUSER WAY BYPASSSRMP 4.48
ARRW-BRD
350'350'350'RIGH
T
L
A
N
E
CLO
S
E
D
AHE
A
D
W20-5RW4-2LROA
D
WOR
K
AHE
A
D W20-113 12SRMP 4.50
WORK
A
R
E
A
U
N
D
E
R I-
4
0
5
ISLAND
ISLAND
8BXB10-PLATE
8BXB10-PLATE
FLAGGERX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1FLAGGER/SPOTTER SHALL
ESCORT PEDESTRIANS
AROUND WORK AREA.
WORK PIT
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
TEMPORARY TRAFFIC CONTROL PLAN
N 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.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
10/12/2022
109143153
0
430 Sunset Blvd N, Renton, WA 98057
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
1 OF 2
Puget Sound Energy
Traffic Control Supervisor:
Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
430 Sunset Blvd N
Renton
WA 98057
USAHOUSER WAY BYPASSSUNSET BLVD N I -405 ONRAMPEXIT 4 S
B
O
F
F
R
A
M
PHOUSER WAY BYPASSSRMP 4.48
ARRW-BRD
350'350'350'W4-2RLEF
T
L
A
N
E
CL
O
S
E
D
AHE
A
D
W20-5LRO
A
D
WO
R
K
AH
E
A
D
W20-11312ROADWORKAHEADW20-1maintain 11' lane
WORK
A
R
E
A
U
N
D
E
R
I
-
4
0
5
ISLAN
D
ISLAND
SRMP 4.52
X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT PUBLIC STREETS
WHERE TRAFFIC COULD ENTER
WORK AREA WITHIN
1050 FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1SRMP 4.50
TEMPORARY TRAFFIC CONTROL PLAN
N
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.
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
10/12/2022
109143153
0
430 Sunset Blvd N, Renton, WA 98057
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
2 OF 2
Puget Sound Energy
Traffic Control Supervisor:
Safaa Al Neema
Card No. 012611
Card Exp. 10/31/2024
Safaa.alneema@pse.com
(425)398-6077
WORK PIT
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PACCAR BUILDINGSSB I-40
5
O
F
F
R
A
M
P
SB I-405NB I-405BLAINE CT. NEBRONSON WAY
WIND
O
R
HIL
LS
SUN
SET
BLVD
N
SUNSET B
L
V
D
N
E
GRANDE
Y
W
A
Y
N
EHOUSER WAY BYPASSBNSF RRSUNS
E
T
B
L
VD
NHOUSER WAY NGRANDEY
SUN
SET BLVD NVERMONT PLSUNSET
B
L
V
D
N
E
GRANDEY
W
A
Y
N
E
BNSF R
R
SUN
S
ET
BLVD
N
N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
WSDOT
RENTON TO BELLEVUE 1-405 EXPANSION
JAMES RHOBES 425-213-9930
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
GAS
PROJECT PHASE Notification #Order #
SVC Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
60
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
-----------------
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
FOOTAGE BETWEEN FITTINGS.
18.EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)109143153THIS 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:
253-243-4165
Brain.Parker@pse.com
BRIAN PARKER
PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING
INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400
REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES
INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND
PSE GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS.
MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED
BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300.
INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE
NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED
REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR
STANDARDS 2525.2100 AND 2525.3600.
PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
11.
12.
14.
13.
AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
PER PSE GAS OPERATING STANDARD 2550.1600.
ABANDONMENT OR DEACTIVATION.
10.
9.
5.
6.
7.
8.
GAS OPERATING STANDARD 2525.2300.
4.
1.
2.
3.
OUTAGE.
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:#####
WORK AREA
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60 IP088- 60
N/A
109143153
N/A
AS NOTED 1/2
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
INSTALL 1 1/4"MPE 245'
MN Retirement
RENTON
088A CSPSKGPI
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
1-1/4" MPE IP MAIN RELOCATE
SUNSET BLVD
430 SUNSET BLVD N, RENTON WA
16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY:
17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:#####
#####
Service/Meter
RETIRMENT PEI 185'
SE-8-23-5 204.080 207.083
1 1/4"
BRIAN PARKER 253-243-4165
NASH KIRIKA 425-306-1755
WORK AREA
PLOT PLAN
SCALE: NTS
11870041 109143153
108636269
ENGR - POWER
SAW CUT (TYP)
SEE NOTE 2
PAVEMENT REMOVE/ REPLACE LIMITS
WIDTH VARIES
SEE
NOTE 3
CROSS SECTION A
EXISTING HMA (HOT MIX ASPHALT) OR PCCP (PORTLAND CEMENT CONCRETE PAVEMENT).
HMA CLASS 12 INCH OR PCCP: DEPTH AND MATERIAL SHALL MATCH EXISTING PAVEMENT. REMOVAL
AND REPLACEMENT LIMITS OF PAVEMENT TO BE DETERMINED AT THE TIME OF UTILITY PERMIT/FRANCHISE
REVIEW.
APPROVED BACKFILL MATERIAL OR CDF (CONTROL DENSITY BACKFILL) OR AS SPECIFIED BY WDOT.
BEDDING MATERIAL. BEDDING MATERIAL DEPTH OVER AND BENEATH PIPE CASING SHALL BE HALF THE
DIAMETER OF PIPE CASING OR 6 INCHES WHICHEVER IS LESS.
EXISTING CRUSHED SURFACING BASE COURSE.
CRUSHED SURFACING BASE COURSE DEPTH SHALL MATCH DEPTH OF EXISTING CRUSHE
SURFACING BASE COURSE.
HMA BUTT JOINT REQUIRES TACK, SEAL AND SAND. FOR PCCP REFER TO GENERAL NOTE 5.
G E N E R A L N O T E S
1. TRENCHING AND PIPE INSTALLATION SHALL L MEET THE REQUIREMENTS OF
WSDOT STANDARD SPECIFICATION 7-08.
2. MAXIMUM TRENCH WIDTH SHALL BE OUSIDE CASING PIPE WIDTH P PLUS
ONE FOOT EITHER SIDE OF CASING PIPE.
3. COMPACTION SHALL BE METHOD "C" PER SECTION 2-03.3 (14) C.
4. MINIMUM DEPTH SHALL BE 60 INCHES FROM THE FINISHED SURFACE TO
TOP OF CASING.
5. PCCP SHALL BE REPLACED TO THE NEXT PANEL JOINT IN EACH DIRECTION
AS APPROVED BY WSDOT. ALL WORK SHALL BE AS SPECIFIED IN WSDOT
STANDARD SPECIFICATION SECTION 5-01.3 (4).
6. WHEN CONNECTING TO AN EXISTING FACILITY UNDER THE PAVEMENT,
PAVEMENT RESTORATION MAY, AT THE DEPARTMENT'S DISCRETION,
INCLUDE THE FULL LANE WIDTH AND ENCROACHED SHOULDER.
7. CASING PIPES SHALL NOT EXTEND A MINIMUM OF SIX (6) FEET BEYOND THE
TOE OF FILL SLOPES, BOTTOM OF DITCHLINE, OR OUTSIDE OF CURB.
8. TACK ASPHALT PER WSDOT STANDARD SPECIFICATION 5-4.3 (5) A.
L E G E N D
OPEN CUT CROSSING
UTILITY TRENCH
BACKFILL DETAIL
EDGE OF PAVEMENT
EDGE OF LANE
EDGE OF TRENCH
SAW CUT
EDGE OF TRENCH
SAW CUT
EDGE OF PAVEMENT
EDGE OF LANE
TRENCH PLAN VIEW
A
-
12'12'5'
79' RIGHT OF WAY
5'45'
ROAD CROSS SECTIONAL VIEW OF SUNSET BLVD N. - FACING NORTH
6'
11/21/23
DUYEN DAO
KEVIN CAPRIO 508-742-8891
ALFRED JACKSON
425-495-0566
253-395-6956
11/21/23
11/21/23
11/21/23
11/21/23
RESTORATION PER CITY OF RENTON STANDARDS
MFP23000595
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
IP GA
S
F
L
O
W
N53°
0
2'
0
1.
4
9"
E
N71°06'
2
2
.
0
0
"
E
43
20N46°57'28.00"
E
N68°0
7'
5
2.
0
0
"
E
23
WALL 04.45LW-197-20 6' CLFASP
H
SI
D
E
W
AL
K 5540N29°02'03.93"EN29°24'17.31"EW
W
W
W
M
IP GA
S
FL
O
W IP GAS
F
L
O
W
N/A
N/A
AS NOTED 2/2
KING
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESIGNED BY PUGET SOUND ENERGY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
RENTON
CSPSKGPI
204.080 207.083
FUTURE
CURB
EXISTING POLE
318171-166408
FOR REFERENCE
1054'S of BRONSON WAY NE C/L
&23' E of SUNSET BLVD N C/L
____'S C/L, ____'W C/L 1091431532
1
SCALE: 1:20
TIE IN DETAIL1
2
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
PROPOSED 1 1/4" MPE IP MAIN ROPE
6' BELOW GRADE
25'W C/L (____'W C/L)
ENGR - POWER
NASH KIRIKA 425-306-1755
SUNSET BLVD
430 SUNSET BLVD N, RENTON WA
109143153
DEACTIVATE IN PLACE
EXISTING 1 1/4" PEI IP MAIN
ELBOW 1 1/4"X90° MPE
956'S of BRONSON WAY NE C/L
& 22'W of SUNSET BLVD N C/L
____'S C/L & ____'W C/L
ELBOW 1 1/4"X90° MPE
786'S of BRONSON WAY NE C/L
& 6'W OF SUNSET BLVD N C/L
____'S C/L & ____'W C/L
SQUEEZE & TIE-IN
ELBOW 1 1/4"X90° MPE
956'S of BRONSON WAY NE C/L &
10'E of SUNSET BLVD N C/L
____'S C/L & ____'E C/L
SQUEEZE & TIE-IN
ELBOW 1 1/4"X90° MPE
786' S of BRONSON WAY NE C/L &
12'E of SUNSET BLVD N C/L
____'S C/L & ____'E C/L
FUTURE
BRIDGE FOOTING
BEGINNING
SIDEWALK
PIPE 1 -1/4" MPE
BYPASS
TEE TAP1-1/4" X 1-1/4" HDPE
(BYPASS TEE)
____'S C/L & ____'E C/L
TEE TAP 1-1/4" X 5/8" HDPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 1-1/4" X 5/8" HDPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP1-1/4" X 1-1/4" HDPE
(BYPASS TEE)
____'S C/L & ____'E C/L
PIPE 1 -1/4" MPE BYPASS
TEE TAP1-1/4" X 1-1/4" MPE
(BYPASS TEE)
____'S C/L & ____'E C/L
TEE TAP1-1/4" X 1-1/4" HDPE
(BYPASS TEE)
____'S C/L & ____'E C/LBRONSON WAY NEPROPOSED 1 1/4" PIPE
PLOT PLAN
SCALE: 1" = 20'
BRIAN PARKER 253-243-4165
088A
SE-8-23-5
NOTE
GAUGE TEE TO BE MONITORED
DURING ALL ACTIVITIES WHERE
FLOW OF GAS WILL BE INTERRUPTED
E.O.C (EXISTING)
____'E C/L
E.O.C (EXISTING)
____'E C/L (____')(____
'
)
(____')
1-1/4" MPE IP MAIN RELOCATE
BYPASS INSTRUCTIONS:
NOTIFY PSE PLANNING 2 WEEKS
BEFORE START OF CONSTRUCTION
DATE.
MICHAEL FRANK
GAS SYSTEM PLANNING
253-395-6354
REQUEST FOR BYPASS SIZING:
PLEASE INCLUDE THE JOB NUMBER,
ADDRESS, PLAT & OP NUMBERS.
CALL MICHAEL FRANK
BEFORE CONSTRUCTION TO
CONFIRM.
EXISTING
CURB
FUTURE
CURB
EXISTING
CURB
END OF
SIDEWALK
11/21/23
DUYEN DAO
KEVIN CAPRIO 508-742-8891
ALFRED JACKSON
425-495-0566
253-395-6956
11/21/23
11/21/23
11/21/23
11/21/23
MFP23000595