HomeMy WebLinkAboutMFP21000984.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21000984
IVR Number: 21000984
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:03/08/2021Application Date:3343302862Parcel Number: 5137 RIPLEY LN N
Permit Type:04/01/2021Issue Date:Franchise
Permit Work Class:04/01/2022Expiration Date:Minor Utility
Job Number: 109131960Franchise Type:Natural Gas
Description: PSE Gas CREW TO DEACTIVATE 2" IP MPE AND INSTALL NEW 2" IP MPE WEST OF DEACTIVATED MAIN. TIE IN
NEW MAIN TO EXISITNG SYSTEM.
PRE CONSTRUCTION MEETING REQUIRED. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF
RENTON STANDARDS
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
INFRASOURCE SVCS B: (206) 949-5846Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
4
4
4
4
4
4
4
4
4
4
4
109131960
5137 Ripley Lane N
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
VASILIY TROFIMENKO VASILIY.TROFIMENKO@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP21000984
Scott Warlick CED 3/29/2021
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
#5137101077RIPLEY LN NRIPLEY LN N1010STOP
FLAGGER
STOP
FLAGGER
W20-
7
AROADWORKAHEADW20-1
W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'NPSEPUGETSOUNDENERGY-OB#November 29, 20201091319605137 Ripley Ln N, Renton, WAeduard.volianskyi@pse.comSHEET 1 of 1TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840L=W S602WORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotes:1. All signs and spacing to conform to theMUTCD and 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 30" x 30" 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.MFP21000984
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
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)
TYPICAL GAS MAIN LINE TRENCH DETAIL
RESIDENTIAL
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
24"
Min
Cover
Gas Service Line
SIDE
ACCESS
VEHICLE
Final Grade
4" Sand Bedding
12" Min. of
Acceptable Backfill
(See Definition Above)
6" Sand Shading
12"-18"
Min
Backfill for Direct Bury - The final backfill may be soil-based select material or native soil, but
free of construction debris and shall not contain rocks larger than 10"-in. diameter to prevent
impedence of gas system maintenance.
Not to scale
PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING
INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400
REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES
INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND
PSE GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS.
MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED
BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300.
INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE
NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED
REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR
STANDARDS 2525.2100 AND 2525.3600.
PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
11.
12.
14.
13.
AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
PER PSE GAS OPERATING STANDARD 2550.1600.
ABANDONMENT OR DEACTIVATION.
10.
9.
5.
6.
7.
8.
GAS OPERATING STANDARD 2525.2300.
4.
1.
2.
3.
OUTAGE.
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:#####
ROPE PROPOSED PIPE 2" MPE IP MAIN
N/A
4" IP PE MAIN RELOCATE N/A
1"=30'1/3
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
488 CSPSKEPI
SW-29-24-05 200.080 201.083
5137 RIPLEY LANE N RENTON WA 98056
PREL
I
M
I
N
A
R
Y
Ray Reynolds 253.395.6919
Vasiliy Trofimenko 425.457.9001
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
16.ACTIVE SERVICES TO BE PARTIALLY REPLACED AND TEST & TIED DENOTED BY:
17.ACTIVE SERVICES TO BE TESTED & TIED DENOTED BY:
#####
#####
PLOT PLAN LAKE WASHINGTON BLVDRIPLEY LANE NI-405NE 48TH STPLOT PLAN ASEE SHEET 2Owner / Developer Contact Info
officeATTN:
PSE
N/A
N/A
PSE N/A
N/A
N/A
N/A N/A
N/A N/A
N/A N/A
N/A
GAS
PROJECT PHASE Notification #Order #
SVC Retirement
Relocate
SAP Superior
Service/Meter
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter 109131960THIS 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)
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 IP052 - 60
INSTALL 4"MPE
N/AMN Retirement
N/A
N/A
11700394 109131960
108622833
Cell Phone:
Project Manager Contact Information:
Name:
(425) 457.9001
Vasiliy.Trofimenko@pse.com
Vasiliy Trofimenko
RETIRMENT 4"MPE
Ryan Yelle 425.495.0315
10/29/2020
10/29/2020
10/29/2020
N/A
N/A
N/A
N/A
N/A
N/A
N/A
109131960
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
160'
150'
WSDOT RIPLEY LANE FISH PASSAGE
MFP21000984
Pre-Construction Meeting Required
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\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\EDGE OF PAVEMENT
27'
PROPOSED NOISE WALL
EXISTING KING COUNTY SEWER
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ROPE PROPOSED PIPE 2" MPE IP MAIN
PLOT PLAN A RIPLEY LANE NBIKE TRAILI-405 SB4" MPE IP 25'E107008903-20031-1/4" MPE IP 60'W RR107017702-2004END OF MAIN
2640'N 52'W
5/
8
"
M
P
E
26
3
5
'
N
2" MPE IP 2738'N
107008903-2003
END OF MAIN
2640'N 52'W
1-1/8"
M
P
E
2571'N
1-1/8" MPE
2532'N
1-1/8"
M
P
E
I
P
2
3
9
7
'
N
10701
7
7
0
2
-
2
0
0
4
DEACTIVATE IN PLACE
EXISTING 4" MPE IP MAIN
5143
5137
5121
5117
5115
N/A
4" IP PE MAIN RELOCATE
109131960
N/A
1"=30'2/3
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
488 CSPSKEPI
SW-29-24-05 200.080 201.083
WSDOT RIPLEY LANE FISH PASSAGE
5137 RIPLEY LANE N RENTON WA 98056
Ray Reynolds 253.395.6919
Vasiliy Trofimenko 425.457.9001
Ryan Yelle 425.495.0315
10/29/2020
10/29/2020
10/29/2020109131960INSTALL 4" MPE IP MAIN
3'E C/L
_____'E C/L
SCALE: 1" = 30'
Scale: NTS
TIE IN DETAIL1
2
Scale: NTS
TIE IN DETAIL2
2
1
2
2
2
4"x90° ELBOW
2665 'N C/L & 3'E C/L
____'N C/L & ____'E C/L
GAUGE TEE
2666N C/L & 8'E C/L
____'N C/L & ____'E C/L
CUT & CAP
CAP 4" WELD
2664'N C/L & 8'E C/L
___'N C/L & ___'E C/L
TIE IN 4" MPE
2518'N C/L & 8'E C/L
____'N C/L & ____'E C/L
CUT & CAP
CAP 4" WELD
2519'N C/L & 8'E C/L
___'N C/L & ___'E C/L
4"X90° ELBOW
2518 'N C/L & 3 'E C/L
____'N C/L & ____'E C/L
TIE IN
TEE HV 4" MPE
2665'N C/L & 8'E C/L
____'N C/L & ____'E C/L
3'X15' DRILL RECEIVING PIT
3'x5' DRILL PIT
3'X5' WORK PIT
5'X7' WORK PIT
I-405 NBIP GAS FLOW(____')(___
_
'
)
(___
_
'
)
27' FROM PROPOSED MAIN
TO EXISTING KING COUNTY
SEWER
MFP21000984
Pre-Construction Meeting Required
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
START OF BOX CULVERTCROSSINGSTA. 10+38.38STA. 10+51.45END OF BOX CULVERTCROSSINGBOX CULVERT.
IE ~= 18.81
75'75'
RIPLEY LANE EXISTING GRADE
(FLATIRON PROVIDED)
3'X15' RECEIVE PIT
3'X5' DRILL PIT
PROPOSE PIPE 4" MPE IP MAIN
INSTALL BY DIRECTIONAL DRILL ±28' MIN.EXISTING GRADEC/L OF CULVERTScale: 1" = 10'
DRILL PROFILEA
N/A
4" IP PE MAIN RELOCATE
109131960
N/A
1"=30'3/3
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
REAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT
Drawing Number
SAP Sup Order Nbr
488 CSPSKEPI
SW-29-24-05 200.080 201.083
5137 RIPLEY LANE N RENTON WA 98056
Ray Reynolds
Vasiliy Trofimenko
Ryan Yelle20' MIN.WSDOT RIPLEY LANE FISH PASSAGEBELOW STREAM BEDRIPLEY LANE EXISTING GRADE
(ESTIMATED)
RIPLEY LANE EXISTING GRADE
(ESTIMATED)
DEACTIVE AND ABANDON 4" MPE IP MAIN
MFP21000984