HomeMy WebLinkAboutMFP23002508.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23002508
IVR Number: 23002508
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:05/11/2023Application Date:3345700016Parcel Number: 4196 LINCOLN PL NE, LOT
Permit Type:08/01/2023Issue Date:Franchise
Permit Work Class:07/31/2024Expiration Date:Minor Utility
Job Number: 105100613Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO PARK AT P01 (567078 162533) TO CONVERT EXISTING OH WIRE TO UG.
CREW TO INSTALL NEW FUSE, ARM AND SWITCH. AT P02 (319687 166431) CREW TO PARK IN ROW TO REFUSE
AND INSTALL NEW SWITCH. 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
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
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
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
105100613
4196 Lincoln Ave NE
Randy Blackie 425.457.2614
MFP23002508
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 8/1/2023
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
LINCOLN AVE NEP01
NE 40TH S
TW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'100'100'W20-7A12 12
W20-1ROAD
WORK
AHEAD W20-4ONE LANE
ROADAHEAD100'100'100'W20-7A12 12
STOP
STOP
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS ALONG
WORK AREA
X01
TEMPORARY TRAFFIC CONTROL PLAN
N
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
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
424-425-6425
Kali-jamal.collins@pse.com
1 OF 34196 Lincoln Ave N, Renton, WA
0
512980095
04/25/2023
Puget Sound Energy
Traffic Control Supervisor:Jamal I. Collins
Card No. 013375
Card Exp. 10/2026
Kali-Jamal.Collins@pse.com
(425)424-6425
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 10' 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.
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP23002508
LINCOLN AVE NENE 40TH S
TW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'100'100'W20-7A12 12
W20-1ROAD
WORK
AHEAD W20-4ONE LANE
ROADAHEAD100'100'100'W20-7A12 12
STOP
STOP
PV1 LOCATED IN PRIVATE
PROPERTYX01FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS ALONG
WORK AREA
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
424-425-6425
Kali-jamal.collins@pse.com
2 OF 34196 Lincoln Ave N, Renton, WA
0
512980095
04/25/2023
Puget Sound Energy
Traffic Control Supervisor:Jamal I. Collins
Card No. 013375
Card Exp. 10/2026
Kali-Jamal.Collins@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
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
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 10' 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.
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP23002508
LINCOLN AVE NEP02
NE 43RD ST
W20-1ROAD
WORK
AHEAD
SHOULDER
WORK W21-5200'200'12 121515W20-1ROADWORKAHEAD W20-1ROADWORKAHEAD11 11
11
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
424-425-6425
Kali-jamal.collins@pse.com
3 OF 34196 Lincoln Ave N, Renton, WA
0
512980095
04/25/2023
Puget Sound Energy
Traffic Control Supervisor:Jamal I. Collins
Card No. 013375
Card Exp. 10/2026
Kali-Jamal.Collins@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
N
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
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 10' 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.
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP23002508
(OPEN SPACE)
(STORM/OPEN SPACE)
(OP. SP.)
(NGPA)
(STORM/ OPEN SPACE)
(OP. SP.)
(ACCESS)
40+00 41+0042+0043+0044+0060+0
0
61+0010+00 11+00 12+00
13+00
17+001
8+00
30
+
0
0
31+0033+0092+0093+0094+0095+0096+0097+0050+00120+001
2
1
+
0
0
10+00
13+00
14+0015+0016+0017+001
8+00
50+0098+0099+00100+001
0
1
+
00
102+00103+00104+0097+6993+0094+0095+0096+0097+0030
+
0
0
31+0032+0070
+
0
0
71+001
2
1
+
0
0LINCOLN AVE NEWETLAND "D"
WETLAND "B"
WETLAND "C"
STREAM "S"WETLAND "A"
TRACT C
TRACT A
TR. K
TRACT G
TRACT H
TR. J
TRACT D
VAULT ACCESS ROADVAULT A
C
C
E
S
S
A ROAD AALLEY 1ALLEY 2ALLEY 2A
53
52
54
49
48
55
(OPEN SPACE)TRACT B
51
46
47
50
41
45
44
43
42
9
8
7
10
16
15
14
13
12
11
2
4
1
5
6
3
TYPICAL PSE
EASEMENT
60'
53'
53'1
6
'
20'20'16'
'A'
'B'
'C'2" MPE IP 14'W98142972
"
MPE
IP
20
'W
98
1
4
2
9
7
755'S24'W, 755'S2" MP
E I
P
9'
W
98142
9
7 FLOWELECONLYELEC
ONLY
20'95+1489+08SE 80TH ST.60'2" PE IP 15'S
923553
110'W, 15'S2" PE IP 13'S
9814297
Owner / Developer Contact Info
officeATTN:
CENTURY COMMUNITIES
20000 N CREEK PKWY, STE 200
BOTHELL, WA 98011
STACIA BLOOM 949.838.6057
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" = 50'105100613107061870Excavator 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 = 45 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-___.
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
R. BLACKIE 425.457.2614 .
CE FEASEL 253.263.5276 04.04.23
S. LEWISON .01.23.23
REDT # ( RW-127386 )RENTON
CANOPY
2" MPE-___ GAS MAIN EXTENSION - 55 S/F LOTS
P# 3345700015, 4196 LINCOLN AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
107061870
105100613
1" = 50'1 OF 2
KING 24 CIKNC
32NE-T24N-R05E 200.080 202.083
COMCAST
JAMES COHN
253.569.0636
LUMEN
ALEX HARB
.
RIGHT OF WAY
DARBY BROYLES
425.457.4137
.
.
.
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: __________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
512980096 107061870
N/A 106387349
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 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
INSTALL 2"MPE-___120 FT
JOINT 2"MPE-___2662 FT
....
....
....
....
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
60 IP 469-45
N/A N/A
SITE PLAN
xx
INSTALL 2" = 120 FT
JOINT 2" = 2662 FT
...
...
...
STACIA.BLOOM@CENTURYCOMMUNITIES.COM
IP 469-45
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
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
CFH / HOME = 190
BREAKLINE (~221 FT)
MATCHLINE A-A (SEE PAGE 2)
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
4'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
4'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
NOT TO SCALE
CROSS SECTION - LINCOLN AVE NE
LOOKING SOUTH
W
60' ROW
E
GEX 2" MPE IP - 14'-20'W
9814297
E
PROP. 2" PE IP - 10'E TO 17'E
G
W 16' ACCESS
NOT TO SCALE
CROSS SECTION - ALLEY 1
LOOKING NORTH
W
PROP. 2" PE IP - 12'E G
E20' ACCESS
NOT TO SCALE
CROSS SECTION - ALLEY 2
LOOKING NORTH
2" HVTT TIE-IN
524'S C/L & 20'W C/L
______'S C/L & _____'W C/L
INSTALL 2" MPE-___
50' @ 524'S C/L
(______)' @ _____'S C/L
BEGIN JOINT MAIN
28'S C/L & 30'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
191' @ 26'S C/L TO 29'S C/L
(______)' @ _____'S C/L TO _____'S C/L
JOINT 2" MPE-___
374' @ 10'E C/L TO 17'E C/L
(______)' @ _____'E C/L TO _____'E C/L
2" CAP EOM/WIREBOX
403'S C/L & 17'E C/L
______'S C/L & _____'E C/L
2" INLINE TEE
29'S C/L & 10'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
565' @ 29'S C/L TO 29'W C/L
(______)' @ _____'S C/L TO _____'W C/L
2" INLINE TEE
64'S C/L & 29'W C/L
______'S C/L & _____'W C/L
JOINT 2" MPE-___
97' @ 64'S C/L TO 107'S C/L
(______)' @ _____'S C/L TO _____'S C/L
2" 90° ELBOW
107'S C/L & 12'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
360' @ 12'E C/L TO 4'W C/L
(______)' @ _____'E C/L TO _____'W C/L
2" CAP EOM/WIREBOX
253'N C/L & 4'W C/L
______'N C/L & _____'W C/L
2" POLYVALVE/OPEN
26'S C/L & 38'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
8' @ 26'S C/L
(______)' @ _____'S C/L
N
Vicinity Map
47.5298, -122.1935
SITE
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 'A'TR. A ELEC ONLY 2 SCH80 1 60 ( )' NCL PRIMARY
X02 TR. A TR. H ELEC ONLY 2 SCH80 1 60 ( )' ECL PRIMARY
X03 TR. H TR. J 4 40 1 N 2 SCH80 1 25 ( )' SCL GAS MAIN, PRIMARY
X04 TR. J TR. K 4 40 1 N 2 SCH80 1 20 ( )' SCL GAS MAIN, PRIMARY
X05 LOT 8 LOT 1 2 40 1 N 3 SCH80 1 20 .GAS SVC, SECONDARY
X06 LOT 9 LOT 2 2 40 1 N 2 SCH80 1 20 .GAS SVC, PRIMARY
----3 SCH80 5 20 .SECONDARY
X07 LOT 12 LOT 5 2 40 1 N 3 SCH80 2 20 .GAS SVC, SECONDARY
X08 LOT 13 LOT 6 2 40 1 S 3 SCH80 1 20 .GAS SVC, SECONDARY
X09 LOT 16 TR. F 4 40 1 E 2 SCH80 1 20 ( )' WCL GAS MAIN, PRIMARY
X10 TR. F LOT 41 4 40 1 N 2 SCH80 1 100 ( )' NCL GAS MAIN, PRIMARY
X11 'B''C'
4 40 1 W 2 SCH80 1 40 .GAS MAIN, PRIMARY
----3 SCH80 1 40 .SECONDARY
X12 'C'LOT 55 2 40 1 N 3 SCH80 2 25 .GAS SVC, SECONDARY
X13 LOT 44 LOT 52 2 40 1 S 3 SCH80 2 25 .GAS SVC, SECONDARY
X14 LOT 46 LOT 50 2 40 1 S 3 SCH80 2 25 .GAS SVC, SECONDARY
X15 LOT 47 LOT 49 2 40 1 S 3 SCH80 1 25 .GAS SVC, SECONDARY
X16 TR. F LOT 40 4 40 1 N 2 SCH80 1 60 ( )' SCL GAS MAIN, PRIMARY
X17 LOT 29 LOT 30 4 40 1 S 2 SCH80 2 50 ( )' NCL GAS MAIN, PRIMARY
X18 LOT 29 'D'ELEC ONLY 3 SCH80 1 110 ( )' NCL SECONDARY
2" PVC PLUG /CAPS = 16 2" YELLOW SCH 40 PVC = 180 FT 2" SCH80 GREY PVC = 345 FT 2" PVC PLUG /CAPS = 22
4" PVC PLUG /CAPS = 14 4" YELLOW SCH 40 PVC = 315 FT 3" SCH80 GREY PVC = 665FT 3" PVC PLUG /CAPS = 36
Please show the separation between
utilities. A minimum of 5' of separation
is required between all city utilities.
CCUD WATER
CITY WATER
CCUD WATER
PRIVATE STORM
(Tract Storm, 5-
foot separation)
CITY WATER
(min. 5-foot separation)
CITY STORM
(min. 5-foot separation)
CCUD SEWER
5'-9 1/
2
"
6'-7 1/
2
"
5'-11 1
/
2
"
6'-0"
ANSWER:
Please note - ALL of the SEWER in this project is provided by CCUD.
Please note - HALF of the WATER in this project is provided by CCUD.
Please note - HALF of the WATER in this project is provide by CITY (BLUE).
Please note - CITY STORM is located only in CITY R/W.
So, the only place that a CITY Utility coincides nearby a PSE utility is Alley 1.
Please see the 48-inch trench detail on Sheet 2, located within a 5-foot PSE easement
along Alley 1. The water line is situated minimum of 4-feet off the edge of asphalt.
There is an additional 1-foot before the trench is begin. Therefore the total distance
between the water and PSE Gas is minimum of 5-feet.
Dimension strings along Alley 1 shown hereon for reference for spacing.
MFP23002508
TPN: 33
4
5
7
0
-
0
0
3
5
M. KOW
A
L
C
Z
Y
K
4124 LI
N
C
O
L
N
A
V
E
N
E
98056
TPN: 33
4
5
7
0
-
0
0
1
9
C. OLSE
N
4006 LI
N
C
O
L
N
A
V
E
N
E
98056 61+0062+0063+0064+0065+0019+0020+0021+0022+0023+001+00
2+00
3+0066+001+00
2+00
3+00104+00105+00106+00107+00108+00109
+
0
0
1
1
0
+
0
0 ROAD AALLEY 3NE 40TH ST
LUND PARCEL B
LUND PARCEL C
34
35
31
39
32
37
36
38
33
22
23
24
17
25
18
26
19
20
27
21
28
29
(OPEN SPACE)TRACT F
40
30
60''D'
16'2" MPE IP 15'W109017581-20041 1/8" MPEI
2016
4124
447'N
2" MPE IP 10'E109017581-200425'S,
2
4'
WLINCOLN AVE NE53'
ELEC
ONLY
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)
1" = 50'
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
R. BLACKIE 425.457.2614 .
CE FEASEL 253.263.5276 04.04.23
S. LEWISON .01.23.23
REDT # ( RW-127386 )RENTON
CANOPY
2" MPE-___ GAS MAIN EXTENSION - 55 S/F LOTS
P# 3345700015, 4196 LINCOLN AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
107061870
105100613
1" = 50'2 OF 2
KING 24 CIKNC
32NE-T24N-R05E 200.080 202.083
COMCAST
JAMES COHN
253.569.0636
LUMEN
ALEX HARB
.
RIGHT OF WAY
DARBY BROYLES
425.457.4137
.
.
.
N/A N/A N/A
...
SITE PLAN
...
...
...
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: __________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
MATCHLINE A-A (SEE PAGE 1)
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
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 SINGLE 2" MAIN 1 1 1/8 MPE-___30 ( )' SCL 2,600 -
LS TWIN 2" MAIN 2 & 3 1 1/8 MPE-___30 ( )' SCL 2,600 -
LS TWIN 2" MAIN 4 & 5 1 1/8 MPE-___30 ( )' SCL 2,600 -
LS SINGLE 2" MAIN 6 1 1/8 MPE-___30 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 7 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 8 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 9 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 10 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 11 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 12 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 13 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 14 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 15 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 16 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 17 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 18 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 19 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 20 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 21 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 22 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 23 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 24 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 25 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 26 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 27 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 28 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 29 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 30 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 31 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 32 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 33 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 34 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 35 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 36 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 37 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 38 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 39 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 40 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 41 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 42 1 1/8 MPE-___10 ( )' SCL 2,600 -
SS SINGLE 2" MAIN 43 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 44 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 45 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 46 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 47 1 1/8 MPE-___10 ( )' NCL 2,600 -
SS SINGLE 2" MAIN 48 1 1/8 MPE-___10 ( )' NCL 2,600 -
LS SINGLE 2" MAIN 49 1 1/8 MPE-___30 ( )' NCL 2,600 -
LS TWIN 2" MAIN 50 & 51 1 1/8 MPE-___30 ( )' NCL 2,600 -
LS TWIN 2" MAIN 52 & 53 1 1/8 MPE-___30 ( )' NCL 2,600 -
LS TWIN 2" MAIN 54 & 55 1 1/8 MPE-___30 ( )' NCL 2,600 -
SS SINGLES =42 660 FT 1 1/8" PE PIPE
LS SINGLES =3
LS TWIN =5
NOT TO SCALE
CROSS SECTION - ROAD A
LOOKING NORTH
E
50'-53' ROW
PROP. 2" MPE IP - 29'ECL
W
PROP. 2" MPE IP - 29'WCL TO 28'SCL G
NOT TO SCALE
CROSS SECTION - NE 40TH ST
LOOKING EAST
S
60' ROW
PROP. 2" MPE IP - 27'SCL
N
PROP. 2" MPE IP - 36'NCL GG
E
PROP. 2" PE IP - 10'E G
W 16' ACCESS
NOT TO SCALE
CROSS SECTION - ALLEY 3
LOOKING NORTH
JOINT 2" MPE-___
63' @ 29'W C/L
(______)' @ _____'W C/L
2" 90° ELBOW
127'S C/L & 29'W C/L
______'S C/L & _____'W C/L
JOINT 2" MPE-___
58' @ 127'S C/L
(______)' @ _____'S C/L
2" 90° ELBOW
127'S C/L & 29'E C/L
______'S C/L & _____'E C/L
JOINT 2" MPE-___
388' @ 10'E C/L
(______)' @ _____'E C/L
2" 90° ELBOW
36'N C/L & 10'E C/L
______'N C/L & _____'E C/L
2" CAP EOM/WIREBOX
424'N C/L & 10'E C/L
______'N C/L & _____'E C/L
JOINT 2" MPE-___
82' @ 36'N C/L
(______)' @ _____'N C/L
2" INLINE TEE
36'N C/L & 15'W C/L
______'N C/L & _____'W C/L
BEGIN JOINT MAIN &
2" POLYVALVE/OPEN
30'N C/L & 15'W C/L
______'N C/L & _____'W C/L
INSTALL 2" MPE-___
63' @ 15'W C/L
(______)' @ _____'W C/L
INSTALL 2" MPE-___
7' @ 27'S C/L
(______)' @ _____'S C/L
2" 90° ELBOW
27'S C/L & 15'W C/L
______'S C/L & _____'W C/L
2" CAP EOM/WIREBOX
27'S C/L & 8'W C/L
______'S C/L & _____'W C/L
JOINT 2" MPE-___
44' @ 36'N C/L
(______)' @ _____'N C/L
JOINT 2" MPE-___
426' @ 29'E C/L
(______)' @ _____'E C/L
2" 90° ELBOW
36'N C/L & 29'E C/L
______'N C/L & _____'E C/LJOINT 2" MPE-___
6' @ 15'W C/L
(______)' @ _____'W C/L
G
Please show the separation between
utilities. A minimum of 5' of separation
is required between all city utilities.
CCUD WATER
CCUD WATER
CCUD SEWER
CITY STORM
(min. 5-foot separation)
CCUD SEWER
CITY STORM
(min. 5-foot separation)
MFP23002508