HomeMy WebLinkAboutMFP18002446DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP18002446
IVR Number: 18002446
Permit Informaon
Permit Name:Puget Sound Energy Gas Permits
Address/Locaon :05/08/2018Application Date:3342700425Parcel Number:3916 LAKE WASHINGTON BLVD N
Permit Type:05/18/2018Issue Date:Franchise
Permit Work Class:05/18/2019Expiration Date:Minor Utility
Job Number:107055326Franchise Type:Natural Gas
Description:Tying into existing 2" MPE IP gas main on Lake washington Blvd N to serve new plat. Trench from tie in 230' to private
property. Tying into existing 2" MPE IP main on Park Ave N. Trench 30' to private property. Pothole all existing utilities.
Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - GAS -
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
Stuart Bennett
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.036742Construction Contractor: INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
ANISH KUMAR
PUGET SOUND ENERGY - GAS -
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
Billing
X
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: 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 425.375.3397) 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 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
Puget Sound Energy
107055326
Anish Kumar
253-208-2183
anish.kumar@pse.com
1125 N 40th St 98056 107055326 Lakeview
Tying into existing 2" MPE IP gas main on Lake Washington Blvd N to serve new plat 'Lakeview'.
Trenching from tie-in ~230 ft to private property. Tying into existing 2" MPE IP main on Park Ave N. Trenching
~30 ft to private property. Pavement cuts anticipated. Restoration per City of Renton standards.
260'x4'x4'
PSE/Infrasource 253-208-2183
INFRASL871C2 BL.036742
5/8/2018
MFP18002446
Scott Warlick 5/9/2018
3916 Lake Washington Blvd N
Justin Johnson 5-17-2018
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
107055326 Lakeview
PSE/Infrasource
Lee Brown 425-417-8620
6905 S 228th St, Kent 98032
lee.brown@pse.com
1125 N 40th St
TBD
6/11/2018
Anish Kumar 5/8/2018
MFP18002446
8:00 AM TO 3:00 PM
MONDAY THROUGH FRIDAY
Justin Johnson
5-17-2018
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).
10101414LK WASHINGTON BLVD N
N 40TH STBIKELANEENDSW9-1
B BIKESMERGE WITHTRAFFICW
4
-
1
BONE LANEROADAHEADW20-4 100'100'100'ROADWORKAHEADW20-1 W20-7A
ONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ASTOPFLAGGER
STOPFLAGG
ER
STOPFLAGG
ER
ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'PATH OF INSTALLATIONCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Job#1070553261125 N 40th St, Renton, WAMay 1, 2017Sheet 1 of 3 ina.ustemchuk@pse.com(425)424-6425NPSEPUGETSOUNDENERGYNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" 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.m.8. Work area will be 21' ECL of Lake Washington Blvd N& from 116' to 29' SCL of N 40th St.BORE PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Ina UstemchukCard No. 010768Card Exp.06/30/2021ina.ustemchuk@pse.com(425)398-6063MFP18002446
N 40TH ST
991010
PARK AVE NN 39TH PL
(PVT RD)1010DEAD ENDSTOP
FLAGGER
STOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ROADWORKAHEADW20-1Job#107055326
1125 N 40th St, Renton, WA
May 1, 2017
Sheet 2 of 3 ina.ustemchuk@pse.com
(425) 424-6425
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
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.
4. Sign size can be a minimum of 48" x 48" 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.
8. Work area will be 412' NCL of N 38th St & 5' ECL of
Park Ave N.
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 010768
Card Exp.06/30/2021
ina.ustemchuk@pse.com
(425)398-6063
MFP18002446
991010
PARK AVE NN 39TH PL
(PVT RD)1010DEAD ENDSTOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ROADWORKAHEADW20-1STOP
FLAGGER
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
N 40TH ST
Job#107055326
1125 N 40th St, Renton, WA
May 1, 2017
Sheet 3 of 3 ina.ustemchuk@pse.com
(425) 424-6425
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
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.
4. Sign size can be a minimum of 48" x 48" 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.
8. Work area will be 412' NCL of N 38th St & from CL to
____' WCL of Park Ave N.
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 010768
Card Exp.06/30/2021
ina.ustemchuk@pse.com
(425)398-6063
MFP18002446
8
9
12
14
15
16
11
13
7
17
10
6
5
OPEN SPACE TRACT
2
1
SD AND MONUMENT
TRACT
3
4
PARK AVE NN 40TH ST
86LAKE WASHINGTON BLVD N2" MPE IP 124'W
107016417 - 2005 JT2" MPE IP 21'E980912112" STW HP 2'
W PAV7831652" MPE IP 2
4
'
N
107016417
-
2
0
0
5
5/8" MPE
2007-E3905 505'S
2" MPE IP 412'N
107009539 - 2000 JT
5/8" MPE
2000
3904
343'N
412'N
441'N
2" MPE IP 5'E107009539 - 2000 JT1
1
6
'
S
24'N
N 39TH CT WELLS AVE N'A''B'
'F''E'
6
0
'
4.
5
'
R
O
W
D
E
D
I
C
A
T
I
O
N
2' ROW DEDICATION
60' EXISTING ROW
47'
50'
7' ROW
DEDICATION
47'
20'FLOWFLOW
SEE CONST.
DETAILS
SEE CONST.
DETAILS
'C''D'
52'N
N 38TH ST
2" MPE IP 20'N
9714715
Owner / Developer Contact Info
officeATTN:
ICAP LAKEVIEW, LLC
3535 FACTORIA BLVD SE
BELLEVUE, WA 98006
FRANCIS RZEGOCKI 425.495.1753
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" = 50'105087045107055326Excavator 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
PC APPROVAL
Lee Brown 425.417.8620 12.14.17
Joanna Yang 206.503.0706 12.14.17
E. HAUSER .12.14.17
RW-103693 City of Renton
LAKEVIEW
2" MPE-7 GAS MAIN EXTENSION - 17 S/F LOTS
1125 N 40TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
107055326
105087045
1" = 50'1 OF 2
KING 30 CIKNC
32NW-T24N-R05E 200.080 202.082
COMCAST
BILL WALKER
253-288-7538
CENTURYLINK/QWEST
KENNETH LUU
206-346-0144
RIGHT OF WAY
VAL CONNELL
425-462-3518
.
.
.
N/A N/A N/A
...
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)
505177523 107055326
N/A 106332704
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
GAS MAIN INSTALLATION/RETIREMENT
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
Contractor: CONSTRUCTION COST CODES:
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:LEE BROWN
425.417.8620
Lee.Brown@pse.com
N/A N/A
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
FRANCIS@ICAPEQUITY.COM
N
Vicinity Map
47.5274, -122.2027
SITE
INSTALL 2" MPE-7
85' @ 21'ECL
( )' @ ( )'ECL
JOINT 2" MPE-7
200' @ 29'SCL TO 33'SCL
( )' @ ( )'SCL TO ( )'SCL
2" INLINE TEE
33'SCL, 25'ECL
( )'SCL, ( )'ECL
JOINT 2" MPE-7
224' @ 33'SCL
( )' @ ( )'SCL
2" 90° ELBOW
33'SCL, 33'WCL
( )'SCL, ( )'WCL
JOINT 2" MPE-7
245' @ 33'WCL
( )' @ ( )'WCL
JOINT 2" MPE-7
194' @ 25'ECL
( )' @ ( )'ECL
2" INLINE TEE
25'SCL, 25'ECL
( )'SCL, ( )'ECL
JOINT 2" MPE-7
108' @ 25'ECL
( )' @ ( )'ECL
2" INLINE TEE
30'SCL, 11'WCL
( )'SCL, ( )'WCL
JOINT 2" MPE-7
56' @ 11'WCL
( )' @ ( )'WCL
JOINT 2" MPE-7
88' @ 11'WCL
( )' @ ( )'WCL
2" CAP EOM/WIREBOX
58'NCL, 11'WCL
( )'NCL, ( )'WCL
2" CAP EOM/WIREBOX
86'SCL, 11'WCL
( )'SCL, ( )'WCL
2" CAP EOM/WIREBOX
133'SCL, 25'ECL
( )'SCL, ( )'ECL
2" POLYVALVE/OPEN
116'SCL, 22'ECL
( )'SCL, ( )'ECL
~195 FT
CROSSINGS CONDUIT TABLE
X-ING
NO.
LOCATION GAS POWER Length
Remarks (type of crossing)
SIZE Type Qty Location SIZE Type Qty
(Primary, Feeder, Secondary, St.
FROM TO (in)sched each N-S-E-W (in)sched each (ft)Light, Gas Only, etc.)
X01 'A''B'4 80 1 N 3 80 2 60 PRIMARY & GAS MAIN
X02 LOT 2 LOT 10 2 80 1 N 3 80 2 60 SECONDARY & GAS SERVICE
X03 LOT 12 LOT 8 4 80 1 N 2 80 2 60 PRIMARY & GAS MAIN
X04 'C''D'4 80 1 N 3 80 1 25 SECONDARY & GAS MAIN
X05 'E''F'4 80 1 N GAS ONLY 30 GAS MAIN
2'' YELLOW SCH 80 PVC = 60 FT 2'' GREY SCH 80 PVC = 120
4'' YELLOW SCH 80 PVC = 175 FT
2" PVC Plug / Caps = 2
4" PVC Plug / Caps = 8 3'' GREY SCH 80 PVC = 265
2" PVC Plug / Caps = 4
3" PVC Plug / Caps = 10
T01
CONSTRUCTION DETAIL
NOT TO SCALE
2" FUSED TIE-IN W/ 2'' 90° ELBOW
116'SCL, 21'ECL
( )'SCL, ( )'ECL
INSTALL 2" MPE-7
1' @ 116'SCL
( )' @ ( )'SCL
2" 90° ELBOW
116'SCL, 28'ECL
( )'SCL, ( )'ECL
INSTALL 2" MPE-7
6' @ 116'SCL
( )' @ ( )'SCL
T02
CONSTRUCTION DETAIL
NOT TO SCALE
JOINT 2" MPE-7
3' @ 21'ECL
( )' @ ( )'ECL
2" INLINE TEE/BEGIN JT MAIN
31'SCL, 21'ECL
( )'SCL, ( )'ECL
2" CAP EOM/WIREBOX
28'SCL, 21'ECL
( )'SCL, ( )'ECL
BEGIN JT MAIN/ 2" POLYVALVE/OPEN
402'NCL, 24'WCL
( )'NCL, ( )'WCL
2" HVTT TIE-IN
402'NCL, 5'ECL
( )'NCL, ( )'ECL
SIDE LOT OF LOT 1 AT STEEP
SLOPE; NO EXCAVATION
POSSIBLE; DEVELOPER TO
EXCAVATE IN ROW UNDER
SIDEWALK
2" 90° ELBOW
402'NCL, 33'WCL
( )'NCL, ( )'WCL
JOINT 2" MPE-7
9' @ 402'NCL
( )' @ ( )'NCL
INSTALL 2" MPE-7
29' @ 402'NCL
( )' @ ( )'NCL
INSTALL 2"MPE-7 121 FT
JOINT 2"MPE-7 1333 FT
....
....
....
....
JOINT 2" MPE-7
206' @ 25'SCL TO 30'SCL
( )' @ ( )'SCL TO ( )'SCL
MFP18002446
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)
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
PC APPROVAL
Lee Brown 425.417.8620 12.14.17
Joanna Yang 206.503.0706 12.14.17
E. HAUSER .12.14.17
RW-103693 City of Renton
LAKEVIEW
2" MPE-7 GAS MAIN EXTENSION - 17 S/F LOTS
1125 N 40TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
107055326
105087045
AS SHOWN 2 OF 2
KING 30 CIKNC
32NW-T24N-R05E 200.080 202.082
COMCAST
BILL WALKER
253-288-7538
CENTURYLINK/QWEST
KENNETH LUU
206-346-0144
RIGHT OF WAY
VAL CONNELL
425-462-3518
.
.
.
N/A N/A 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: Potelco Inc Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
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
LS TWIN 2" MAIN 1&2 1 1/8 MPE-7 65 ( ')SCL 2600
SS SINGLE 2" MAIN 3 1 1/8 MPE-7 10 ( ')NCL 2600
SS SINGLE 2" MAIN 4 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 5 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 6 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 7 1 1/8 MPE-7 10 ( ')WCL 2600
SS SINGLE 2" MAIN 8 1 1/8 MPE-7 10 ( ')WCL 2600
SS SINGLE 2" MAIN 9 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 10 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 11 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 12 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 13 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 14 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 15 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 16 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLE 2" MAIN 17 1 1/8 MPE-7 10 ( ')SCL 2600
SS SINGLES =15 1 1 215 FT 1 1/8" PE PIPE
LS TWIN =1 1 1 TOTAL EFV 16
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
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 TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 03/10
TEST RESULTS
/ /
/ /
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60 N/A
PROPOSED 2" MPE -7 - 21' ECL
G
G
EXISTING 2" PE IP 21'ECL
9809121NOT TO SCALE
CROSS SECTION - LK WASHINGTON BLVD N
LOOKING NORTH
PROPOSED 2" MPE -7 - 29'SCL TO 33'SCL
G
NOT TO SCALE
CROSS SECTION - N 40TH ST
LOOKING EAST
NOT TO SCALE
CROSS SECTION - WELLS AVE N
LOOKING NORTH
PROPOSED 2" MPE -7 - 25'ECL
G
NOT TO SCALE
CROSS SECTION - N 39TH CT
LOOKING EAST
PROPOSED 2" MPE -7 - 25'SCL
PROP. 2" PE IP - 11'W
G
20' ACCESS
NOT TO SCALE
CROSS SECTION - N 39TH CT N/S
LOOKING NORTH
NOT TO SCALE
CROSS SECTION - PARK AVE N
LOOKING NORTH
G
EXISTING 2" PE IP 5'ECL
107009539-2000
G
PROPOSED 2" MPE -7 - 33'WCL
G
MFP18002446