HomeMy WebLinkAboutMFP17004809DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17004809
IVR Number: 17004809
Permit Informa!on
Permit Name:Puget Sound Energy Gas Permits
Address/Loca!on:10/05/2017Applica!on Date:0923059116Parcel Number:850 MONROE AVE NE
Permit Type :10/19/2017Issue Date:Franchise
Permit Work Class:10/19/2018Expira!on Date :Minor U(lity
Job Number:107053965Franchise Type :Natural Gas
Descrip!on:Dig work pit for new gas main (e in . Extend 2" PE main north to new main. Then Trench onto private property .
Restora(on Per City of Renton Standards .
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - GAS - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
Stuart BenneA
Infrasource Services LLC
14103 Stewart Rd
Sumner, WA 98490
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contractor
Business License Number: BL.036742Construc!on Contractor : INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
ANISH KUMAR
PUGET SOUND ENERGY - GAS - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
Billing
X
General Condi!ons & 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: www.MyBuildingPermit.com 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 425.457.5816) 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 COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
MFP17004809
Scott Warlick 10/12/2017
Justin Johnson 10-18-2017
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
OFFICE COPY T-
CONTRACTOR
DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
Permit Holder agrees to all the following:
• 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.
• 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
through 47.36.220, 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.
• By my signature herein, I acknowledge all the above requirements.
PRINT NAME: DATE:
SIGNATURE:
Reset FormPrint Form
MFP17004809
Justin Johnson
10-18-2017monday through friday
9:00 am to 3:00 pm
SKETCH
I
-- NORTH --
I
NOTES:
• Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
• The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three
working days prior to work.
• Approved Temporary Traffic Control Plan must be at the work site during work hours.
• Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected
by a temporary lane or road closure.
• Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
• Total road closure lasting more than 24 hours is subject to the approval by the City Council.
• 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:
• 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
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).
Road A
NE 10th St
NE 10th S
t
NE 9th St
NE 8th StMonroe Ave NEMonroe Ave NEMonroe Ave NE216'48'
UTILITY
WORK
AHEAD
ONE LANE
ROAD
AHEAD
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
ONE LANE
ROAD
AHEAD
100'
100'
100'
100'
100'
100'
100'
100'
UTILITY
WORK
AHEAD
UTILITY
WORK
AHEAD
Maintain Driveway AccessNOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Robert Pratt
Off: 503-723-7287 Ext 1013
Cell # 503-539-0548
WATCP@KNDSERVICES.NET
WSTCS#010077
ORTCS#05152
PSE
Carl McDonald
253-395-6934
850 Monroe Ave NE
Renton WA
09/25/17 107053965
NOT TO SCALE
Notes:
1. Maintain ped. access to
and through crosswalks
2. Maintain Min. 10' lanes
3. Maintain local access
4. Notify Transit Authority
at least 48 hrs. in advance
of bus stop closure
5. Traffic control plan and all
devices shall comply with
MUTCD, PROWAG & WSDOT
6. DEVICE SPACING
Flag Taper 20'
Signs per WSDOT
Tapers per WSDOT
7. 28" Cones
36" Barrels
48" Signs
24" Paddle
8. Adjust to field conditions
K&D Services, as the preparer of this traffic
control plan makes no representation as to its'
general adequacy or being approved for implementation.
Approval must result from the Traffic Engineer or
other Public Official having statutory enforcement authority
in the jurisdiction. Utilization and implementation of this
plan shall be a result of that approval.
Ref. MUTCD 2009 6A-01 (10)
INVENTORY:
6-UTILITY WORK AHE AD
2-ONE LANE ROAD AHEAD
2-FLAGGER AHEAD
2-FLAGGERS
30-CONES
Legend
Cone
ONE LANE
ROAD
AHEAD CW20-4 one lane road ahead
Flagger
Flagger Ahead
UTILITY
WORK
AHEAD W21-7 utility work ahead
Work Area
Lane Width 12'
Posted Speed 30
Flagger Taper 100'
Buffer 50'
Sign Spacing 100'+/-
Devices Taper 20'
Devices Tangent 40'
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
MFP17004809
1 2 3
121314
TRACT D
TRACT A
4 5 6 7
8910 TRACT CTRACT B11
FLOW2" STW IP 18'W67E082812
60'53'53'60'
Owner / Developer Contact Info
officeATTN:
HARBOUR HOMES, LLC
400 N. 34TH ST., STE. 300
SEATTLE, WA 98103
JAMLE WALLIER 206.315.8130
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
GENERAL NOTES - GAS (JOINT TRENCH):
1" = 50'105084548107053965Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two
working days prior to construction. 1-800-424-5555
Notify appropriate permitting agency prior to job start (see permit requirements).
Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosion
and Sediment Control and any additional local jurisdiction requirements.
Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the
appropriate Engineer/Project Manager.
Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.
Check box on report for wire box (Test Lead) installation.
Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating
Standard 2525.2500.
To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on
this design, unless approved by the appropriate Engineer/Project Manager.
System MAOP denoted by System MAOP = 60 PSIG
Install Main Valves out of traffic where possible.
Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.
Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas
Operating Standards 2525.1200 and 2525.2300.
If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ .
Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas
Field Procedures Manual 0812 and 0813.
Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.
Unless otherwise noted:
All pipes installed in plat to be 2" MPE-7.
All crossings to be Yellow 4" PVC.
All Services to be 1-1/8" PE.
/ denotes service stub location.
(________') denotes footage between fittings.
Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas
Operating Standards 2525.1500, 2525.1600 and 2525.1700.
Note all recordable footages, locations and material changes on the as-built in red.
Upon completion of the project send the print copy, along with the completed work order, listing crew & actual
materials used to the appropriate design group.
On site pre-con required before start of job.
At symbol: install natural gas main piping and fixtures. Size as indicated on tables and
work sketch (gas main is to parallel power system unless otherwise shown on work sketch).
Inclement weather conditions may cause delays in construction times and dates.
19.
20.
18.
16.
17.
15.
14.
13.
6.
9.
11.
12.
10.
8.
7.
3.
5.
4.
2.
1.
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
ELEC Order Number
SAP Sup Order Nbr
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
2" MPE-7 GAS MAIN EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
107053965
105084548
1" = 50'1 OF 1
KING 30 CIKNC
09SE-T23-R05E 206.085 204.080
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
B. JOHNSON 206.571.8519 .
21.
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: Potelco Inc Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
504451462 107053965
N/A 106322711
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 N/A
GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Service Stubs
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
4680 06/11
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 03/10
TEST RESULTS
/ /
/ /
/ /
INSTALL 2"MPE-7 264 FT
JOINT 2"MPE-7 452 FT
....
....
....
....
Contractor: CONSTRUCTION COST CODES:
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:BRIAN HARMON
425.495.5528
brian.harmon@pse.com
60 IP 088-60
B. JOHNSON 206.571.8519
SITE PLAN
xx
...
...
...
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power
48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
overlapping existing coating 3".
Tape wrap weld joint
Wrapped Steel Gas MainSteelPEPE Main
Transition Fitting
Test Lead Wires
Tracer Wire
CP Test Box
TYPICAL TEST LEAD CONNECTION FOR PE MAIN
NOT TO SCALE
CONNECTED TO WRAPPED STEEL MAIN
CP NOTES:
INSTALL PER PSE STANDARDS
(4510.1020 - FIG. 4) IF LOW
PSP READ. INSTALL 9LB ANODE
AND BRING WIRE UP IN BOX
WITH TEST LEAD OFF MAIN.
NOTIFY
CORROSION TECH. @ 206.571.8519
B. JOHNSON
CBURRUS@HARBOURHOMES.COM
N
Vicinity Map
47.4972, -122.1746
SITE
GAS SERVICE PIPE TABLE
DESCRIPTION
OF
ACTIVITIES
LOCATION PIPE DESIGN AS-BUILT
FROM TO LOT
SIZE
(IN)TYPE
LENGTH
(FT)LOCATION
LENGTH
(FT)
EFV
SIZE LOCATION REMARKS
SS SINGLE 2" MAIN 1 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 2 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 3 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 4 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 5 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 6 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 7 1 1/8 MPE-7 10 ( ')ECL 2600
LS TWIN 2" MAIN 8 & 9 1 1/8 MPE-7 65 ( ')ECL 2600
LS SINGLE 2" MAIN 10 1 1/8 MPE-7 65 ( ')ECL 2600
LS TWIN 2" MAIN 11 & 12 1 1/8 MPE-7 65 ( ')ECL 2600
LS TWIN 2" MAIN 13 & 14 1 1/8 MPE-7 65 ( ')ECL 2600
SS SINGLES =7 330 FT 1 1/8" PE PIPE
LS SINGLES =1
LS TWIN =3
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 LOT 2 LOT 14 2 40 1 W 3 SCH 80 2 65 GAS SVC, SECONDARY
X02 LOT 4 LOT 11 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
X03 LOT 5 LOT 10 2 40 1 W 3 SCH 80 1 65 GAS SVC, SECONDARY
X04 LOT 5 LOT 6 4 40 1 S 3 SCH 80 1 30 GAS MAIN, SECONDARY
X05 LOT 6 LOT 9 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 8 2" YELLOW SCH 40 PVC = 260 FT 2" SCH 80 GREY PVC = 0 FT 2" PVC PLUG /CAPS = 0
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 30 FT 3" SCH 80 GREY PVC = 485 FT 3" PVC PLUG /CAPS = 16
2" B.O. TIE-IN
233'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
1' @ 18'WCL
( )' @ ( )'WCL
2" T.L. & T.F.
167'SCL, 18'WCL
( )'SCL, ( )'WCL
INSTALL 2" MPE-7
195' @ 18'WCL
( )' @ ( )'WCL
2" INLINE TEE
28'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
13' @ 18'WCL
( )' @ ( )'WCL
2" POLYVALVE/OPEN
41'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
7' @ 18'WCL
( )' @ ( )'WCL
INSTALL 2" = 264 FT
JOINT 2" = 452 FT
2" CAP EOM/WIREBOX
48'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
48' @ 28'NCL
( )' @ ( )'NCL
BEGIN JOINT MAIN
28'NCL, 30'ECL
( )'NCL, ( )'ECL
JOINT 2" MPE-7
26' @ 28'NCL
( )' @ ( )'NCL
2" POLYVALVE/OPEN
28'NCL, 56'ECL
( )'NCL, ( )'ECL
JOINT 2" MPE-7
426' @ 28'NCL
( )' @ ( )'NCL
2" CAP EOM/WIREBOX
28'NCL, 482'ECL
( )'NCL, ( )'ECL
NOT TO SCALE
CROSS SECTION - MONROE AVE NE
LOOKING NORTH
E
60' ROW
W
PROP. 2" MPE IP - 18'WCL
G
G
EX 2" STW IP - 18'WCL
67E082
NOT TO SCALE
CROSS SECTION - ROAD A
LOOKING EAST
S
53' ROW
N
PROP. 2" MPE IP - 28'NCL
G
MFP17004809