HomeMy WebLinkAboutMFP20005122.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20005122
IVR Number: 20005122
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:11/04/2020Application Date:0323059096Parcel Number: 2741 WHITMAN PL NE, LOT
Permit Type:11/06/2020Issue Date:Franchise
Permit Work Class:11/08/2021Expiration Date:Minor Utility
Job Number: 105090792Franchise Type:Electric
Description: Puget Sound Energy Electric ER CITY OF RENTON'S BRAD STOCCO'S REQUEST.
1Ø PRIMARY U/G LINE EXTENSION SERVING 19 NEW SINGLE FAMILY HOMES. 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
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
SOUND BUILDING & DEVELOPMNT 23837 43RD AVE S
KENT , WA 98032
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
MFP20005122
Scott Warlick CED 11/6/2020
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
W
H
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M
A
N
PL
NE
WHITMAN
PL NE
WHITMAN PL NE
SE 95T
H
WA
Y SE
95
T
H
W
A
Y
P01
ADJUST CONTROLS AS
NEEDED FOR SE LANE WORK
SINGLE PHASE PRIMARY U/G LINE EXTENSION
TRENCHING ROUGHLY 50' NW & 50'SW
ONTO CUSTOMERS PROPERTY
UTILITY
WORK
AHEAD
W21-7
ONE LANEROADAHEAD
CW20-4
W20-7A
UTILITY
WORK
AHEAD
W21-7
ONE LANE
ROAD
AHEAD
CW20-4
W20-7A
100'
100'
100'
100'
W20-7A BE
PREPARED
TO STOP
W20-7b
UTILITY
WORK
AHEAD
W21-7
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)
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
PLEASE SCHEDULEWITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
Legend
ConeONE LANEROADAHEAD CW20-4 one lane road ahead
Flagger
Pole
W20-7A Flagger AheadBE PREPAREDTO STOP W20-7b be prepared to stopUTILITYWORKAHEADW21-7 utility work ahead
Work Truck
INVENTORY:
3-UTILITY WORK AHEAD
3-FLAGGER AHEAD
2-ONE LANE ROAD AHEAD
1-BE PREPARED TO STOP
3-FLAGGERS
15-CONES
NOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
NOTIFY EMS,FIRE AND POLICE72 HOURS IN ADVANCE
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Garrett Hooper
Off:800-343-4049 Ext 5860Cell # 425-551-8297WATCP@KNDSERVICES.NET
WSTCS#010855
PUGET SOUND ENERGY
MITCH PETERSON
425-398-6071
13429 SE 95TH WAY
RENTON, WA
4-23-19 105090792
www.invarion.com
MFP20005122
W
H
I
T
M
A
N
PL
NE
WHITMAN
PL NE
WHITMAN PL NE
SE 95T
H
WA
Y SE
95
T
H
W
A
Y
P01
ADJUST CONTROLS AS
NEEDED FOR SE LANE WORK
SINGLE PHASE PRIMARY U/G LINE EXTENSION
TRENCHING ROUGHLY 50' NW & 50'SW
ONTO CUSTOMERS PROPERTY
UTILITY
WORK
AHEAD
W21-7
ONE LANEROADAHEAD
CW20-4
W20-7A
UTILITY
WORK
AHEAD
W21-7
ONE LANE
ROAD
AHEAD
CW20-4
W20-7A
100'
100'
100'
100'
W20-7A BE
PREPARED
TO STOP
W20-7b
UTILITY
WORK
AHEAD
W21-7
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)
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
PLEASE SCHEDULEWITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
Legend
ConeONE LANEROADAHEAD CW20-4 one lane road ahead
Flagger
Pole
W20-7A Flagger AheadBE PREPAREDTO STOP W20-7b be prepared to stopUTILITYWORKAHEADW21-7 utility work ahead
Work Truck
INVENTORY:
3-UTILITY WORK AHEAD
3-FLAGGER AHEAD
2-ONE LANE ROAD AHEAD
1-BE PREPARED TO STOP
3-FLAGGERS
15-CONES
NOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
NOTIFY EMS,FIRE AND POLICE72 HOURS IN ADVANCE
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Garrett Hooper
Off:800-343-4049 Ext 5860Cell # 425-551-8297WATCP@KNDSERVICES.NET
WSTCS#010855
PUGET SOUND ENERGY
MITCH PETERSON
425-398-6071
13429 SE 95TH WAY
RENTON, WA
4-23-19 105090792
www.invarion.com
MFP20005122
W
H
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T
M
A
N
P
L
N
E
SE
9
5
t
h
W
A
Y
COAL CREEK
PKWY
SE
42'
R50'TRACT B26'
42'
EXISTING 1Ø
AØ - AEC304
BØ - AEC305
CØ - AEC306
EXISTING FEEDER
AØ - AEC262
BØ - AEC263
CØ - AEC264
60'
SITE PLAN
N
Vicinity Map
47.515892, -122.159773
Owner / Developer Contact Info
officeATTN:
SOUND BUILDING & CONSTRUCTION
23905 43rd AVE S
KENT, WA 98032
JASWINDER SINGH 206-790-5385
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
X
X
X
X
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
GAS
PHONE
CABLE TV
N/A 105092300
N/A
N/A
N/A
N/A N/A
N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Comm. H.H.
Relocation
Removal
Misc. Wire
Job Order
Distribution
HP Svc/MSA
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH
PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES
SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE
STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR
VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4"
BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF
REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR
DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL
TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE.
ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH
INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED
TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY
CABLES PER THE CIRCUIT ONE-LINE DIAGRAM.
UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD
CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON
WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER
PUGET SOUND ENERGY STANDARDS.
AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN
CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN
CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER.
ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3)
MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE.
(EXCAVATION: 3' SQ.)
AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS
INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT.
AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF
STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO
EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE
STREET LIGHT STANDARDS. )
INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES
AND DATES.
POWER GENERAL NOTES - PLAT PROJECT
105090792107057815SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 710'
27 3000
115 AMPS
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
SCALE: 1" = 50'
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
RANDY BLACKIE 425.457.2614 01/25/19
K.COSTLEY 425.272.7075 08.18.20
K.COSTLEY 425.272.7075 08.18.20
JOHN SINGLETON 425-417-1149 01/25/19
RW - 113350 NEWCASTLE
CHRISTELLE RIDGE
1Ø PRIMARY U/G LINE EXTENSION - 19 S/F LOTS
(P#0323059096) SE 95TH WAY & DUVALL AVE NE, RENTON, WA 98058
N/A IP 088-60
107057815 105090792
1" = 50'1 OF 3
KING 30 CIKNC QCSOKE
SEC3-T23N-R05E 204.086 204.086
2305E010 2305E040 2305E010 PRE-14
COMCAST
BILL WALKER
253.288.7538
CENTURY LINK
KENNETH LUU
206.346.0144
R.O.W.
ALEX MALESIS
425-462-3436
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
Service Stubs
105090792
107057815
106350397
506672616
506672613
JOINT TRENCH DETAIL
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
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.
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
Primary & Secondary-Mainline Gas & Communications (NTS)
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE
REQUESTING TO CLOSE
N.O. @ THIS LOCATION
DURING CONSTRUCTION,
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PRE-14
5/22/19
364 408 385
17 --
381 408 385
VAULT DETAIL @ V01,V02 & V03
NOT TO SCALE
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONT575 HH
2"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
VAULT DETAIL @ J01
NOT TO SCALE
SITE SPECIFIC NOTES
At J01 (319122-167248)
-INTERCEPT EXISTING 1/0 - 3Ø FROM P01 TO J02
-INSTALL EXISTING CABLE #'s (AØ-AEC304, BØ-AEC305
AND CØ-AEC306)
-SEE TABLES ON PAGE 2 FOR EQUIPMENT INSTALL
At P01 (319138-167247)
-INSTALL 1/0 AL 3PH PRIMARY TERMINATION ON EXISTING ARM
-INSTALL (3) LOAD INTERUPTORS & SURGE ARRESTERS, FUSE @ 100T (3412700)
-INSTALL SWITCH # T82113
-INSTALL (3) STIRRUPS (2254100)
-INSTALL 4” PRIMARY RISER ON EXISTING STANDOFF BRACKETS
SITE
#FROM TO
H1A LOT 1 20 DED. CONDUIT & WIRE 2-36, 2-54A
V03 LOT 6 35 DED. CONDUIT & WIRE 2-36, 2-54A
V02 LOT 9 45 DED. CONDUIT & WIRE 2-36, 2-54A
V01 LOT 17 35 DED. CONDUIT & WIRE 2-36, 2-54A
135
DEDICATED FACILITIES (105090792) fStub Location & RF XFMR
SPAN ADDITIONAL
FOOTAGE REMARKS LABOR UNITS
TOTAL FT. =
CROSSINGS CONDUIT TABLE
GAS POWER Length
X-ING Location Size Type Qty Location Size Type Qty
NO.from to (in)sched each N-S-E-W (in)sched each (ft)
X01 "A"LOT 20 NO GAS 2 80 1 70 PRIMARY ONLY
X02 LOT 20 LOT 1 2 40 1 SOUTH 3 1 50 GAS SVC, SECONDARY
X03 LOT 16 LOT 11 4 40 1 WEST 2 1 30 GAS MAIN, PRIMARY
X04 LOT 15 LOT 12 2 40 1 EAST 3 1 30 GAS SVC, SECONDARY
X05 LOT 7 LOT 3 2 40 1 WEST 3 1 50 GAS SVC, SECONDARY
X06 LOT 6 LOT 4 2 40 1 WEST 3 2 50 GAS SVC, SECONDARY
2" SCHED 40 YELLOW PVC (ft) =180
4" SCHED 40 YELLOW PVC (ft) =30
100 2" SCHED 80 GREY PVC (ft)
230 3" SCHED 80 GREY PVC (ft)
Total 2" PVC Plug /Caps =8
Total 4" PVC Plug /Caps =2
4 = Total 2" PVC Plug Caps
10 = Total 3" PVC Plug Caps
Remarks (type of crossing)
(Primary, Feeder, Secondary,
St. Light, Gas only, etc.,)
80
80
80
80
80
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P01 J01 1/O PRIMARY 3 50'
Total Feet (Wire Size & Type) Removed
N/A
N/A
N/A
RETURN SYSTEM TO
NORMAL AFTER
CONSTRUCTION
DEVELOPER RESPONSIBLE
FOR CONDUIT/WIRE FROM
H1C TO METER LOCATION
CIRCUIT FEET REMOVED: 50'
REDUCED FLAMMABILITYV03
-RETIRE SWITCH # X9719
At GRID (318910-1673416)
-CLOSE EXISTING NWO DURING CONSTRUCTION
-RETURN TO NORMAL UPON COMPLETION OF CONSTRUCTION
(SEE OH-MAP)
MFP20005122
EXISTING 1Ø
AØ - AEC304
BØ - AEC305
CØ - AEC306
EXISTING FEEDER
AØ - AEC262
BØ - AEC263
CØ - AEC264
PROPOSED 1Ø
AØ - EHS413
PROPOSED 1Ø
AØ - EHS410
BØ - EHS411
CØ - EHS412
PROPOSED 1Ø
AØ - EHS415
PROPOSED 1Ø
AØ - EHS414
PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
SCALE: NONE
UNDERGROUND CIRCUIT MAP (2305E010)
SCALE: 6" = 1 MILE
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PRIMARY CABLE & CONDUIT TABLE
CONDUIT
LOCATION Size Qty Design BENDS PULL PULL Cable Design Foreman- Complete Cable Numbers
from to (in)
Length
(ft)90°45°22°11°(lbs)
Rev
(lbs)Size (ft)A B C Manufacturer Compound Year
P01 J01 4 1 20 2 1/0 AL JKT 80 EHS410 EHS411 EHS412
J01 V01 2 1 380 1 3 1 1/0 AL JKT 400 EHS413
V01 V02 2 1 140 2 2 1/0 AL JKT 160 EHS414
V02 V03 2 1 190 1 2 1/0 AL JKT 210 EHS415
V03 E01 2 1 10 1 1
2" PVC (ft) & Bends =720 2 4 7 3 1.23 0.51Qts 850 = Total 1/0 AL JKT (ft)
PRIMARY CABLE
Foreman Please Record
Actual Amount Installed
(Conduit & Cable)
ASBUILT
Vault & Equipment Table
Site Grid Vault Size Type & Size Primary Bushings Transformer ASBUILT INFORMATION
Number & Cover Equipment ID Numbers Foreman-Complete
in Vault LB DC (Company ID)(Include Trf Phase tapped)
50 KVA MP TRF
Unistrut HH 120/240 2 -MINU1SL 6045.1010 AØ
Matid:Matid:6247100
42X48X38 37.5 KVA MP TRF
Unistrut HH 120/240 2 -MINU1SL 6045.1010 AØ
Matid:7663001 Matid:6247050
42X48X38 50kVA RF MP
Unistrut HH 120/240 1 1 MINU1SR 6045.1010 AØ
Matid:7663001 Matid:9995529
4'8"x7'x5'J-Box Below Grade
w/2-3' Sq Doors w/4-Pos J-Bus x3 7 5 JBOX15L 6055.1030
Matid:7663200 Matid:7625900 CAP (7630600)
J01 319122
167248
V01
V02
V03
319099
167249
319090
167243
319091
167224
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED TRANSFORMER
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF3'
3'
REDUCED FLAMMABILITY
3'
@ V01 & V02
@ V03
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
RANDY BLACKIE 425.457.2614 01/25/19
K.COSTLEY 425.272.7075 08.18.20
K.COSTLEY 425.272.7075 08.18.20
JOHN SINGLETON 425-417-1149 01/25/19
RW - 113350 NEWCASTLE
CHRISTELLE RIDGE
1Ø PRIMARY U/G LINE EXTENSION - 19 S/F LOTS
(P#0323059096) SE 95TH WAY & DUVALL AVE NE, RENTON, WA 98058
N/A IP 088-60
107057815 105090792
AS STATED 2 OF 3
KING 30 CIKNC QCSOKE
SEC3-T23N-R05E 204.086 204.086
2305E010 2305E040 2305E010 PRE-14
COMCAST
BILL WLAKER
253.288.7538
CENTURY LINK
KENNETH LUU
206.346.0144
R.O.W.
ALEX MALESIS
425-462-3436
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
SITE
7663001
Length
4" PVC (ft) & Bends =20 2 0.19 0.17Qts
42X48X38
OVERHEAD CIRCUIT MAP (2305E040)
SCALE: 6" = 1 MILE
SITE
CLOSE THIS NWO
DURING CONSTRUCTION
MFP20005122
SCALE: NONE
CONDUIT DIAGRAM
TYPICAL NOTCH-OUT FOR TRANSFORMER,
SCALE: NONE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
CONDUIT LEGENDS
SECONDARY 2"
SECONDARY 3"
PRIMARY 2"
PRIMARY 4"
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
3'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
3'
45°
STUBOUT EXCAVATION DIMENSIONS
Not to scale
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
@ H1B
SHALL BE STAGGERED
CONNECTOR BARS
IN THE FRONT
NEUTRALS SHALL BE 18"
16"
13"
12"10"
2"
10"
Pedestal will accept up to six 3" conduits
SEALED WITH FOAM
CONDUIT SHALL BE
120 PVC CONDUIT ELBOWS
TYPICAL 24" RADIUS DB
SIDE VIEW WITH CONDUIT
10"
18"16"
13"
10"
2"
36"
FRONT VIEW WITH CONDUIT
Lock Cover
Captive L-Bolt
service
Customer's
conductors
Set handhole flush
to final grade
Side View
17"
Approx
30"
Approx
2"
18"
Captive L-Bolt
Lock Cover, 10 lbs
40-1/2"27-1/4"
Conductors enter from
beneath and shall be
folded back with handhole
SECONDARY HANDHOLE DETAIL
NOT TO SCALE
SECONDARY HANDHOLE DETAIL @ H1A
NOT TO SCALE
SECONDARY HH/PEDESTAL TABLE
Site Pedestal Number of Remarks
or Positions (Include phasing information)
Handhole Required
H1A Handhole 5 HH16350(6050.2000) AØ
H1B Pedestal 5 SEPL6(6050.1000) AØ
H1C Handhole 2 HH13350(6050.2000) AØ - CHARGE TO 105092300
ROAD SIDE
NATIVE
SECONDARY POWER
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
PEDESTAL
MATERIAL
VAULT
6" of crushed rock
(base for vault)
P/L
P/L
Power
Secondary
Power
Primary
Power
Secondary
Power
Primary
Conduit
Tel. & TV
12" Min
12" Sand
Cover when
gas line is in
trench
Sand
6" or 12"
4" Sand Bedding
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
1'
36"
Cover
42"
Gas
12"
18"
Lower 2"
10"
Feeder
38"
2"
4" Sand Bedding
12" Sand
Cover
36"
Cover
4" Sand Bedding
42"
6" Additional depth when
Feeder is required
PSE 10' FRONTAGE EASEMENT
1'
TRANSFORMER
Pedestal
PSE 10' FRONTAGE
EASEMENT
1'
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
JOINT TRENCH DETAIL
Not to scale
Cover
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
RANDY BLACKIE 425.457.2614 01/25/19
K.COSTELY 425.272.7075 08.18.20
K.COSTLEY 425.272.7075 08.18.20
JOHN SINGLETON 425-417-1149 01/25/19
RW - 113350 NEWCASTLE
CHRISTELLE RIDGE
1Ø PRIMARY U/G LINE EXTENSION - 19 S/F LOTS
(P#0323059096) SE 95TH WAY & DUVALL AVE NE, RENTON, WA 98058
N/A IP 088-60
107057815 105090792
AS STATED 3 OF 3
KING 30 CIKNC QCSOKE
SEC3-T23N-R05E 204.086 204.086
2305E010 2305E040 2305E010 PRE-14
COMCAST
BILL WALKER
253.288.7538
CENTURY LINK
KENNETH LUU
206.346.0144
R.O.W.
ALEX MALESIS
425-462-3436
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed CONDUIT VOLTAGE VOLTAGE ASBUILT INFORMATION
SIZE LENGTH Lot Corner SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO
(1/O,4/O,
350)
Design (ft)
to Meter (ft)(in)
Design (ft)
90°45°22°11°(Percent)(Percent)
Actual Amount Installed (Conduit &
Cable)
V01 H1A 350 155 3 155 2 1 2.5 2.2
V01 H1B 350 130 3 130 3 1 2.4 2.1
H1A H1C 350 95 3 95 2 2 2.5 2.8
V01 LOT 16 1/O 20 50 2 20 1 2.2 2.5
V01 LOT 17 1/O 50 50 2 50 1 1 2.5 3.1
V01 LOT 18 1/O 55 50 2 55 1 1 2.6 3.1
H1A LOT 1 350 140 50 3 90 2 1 1.4 3.6 4/O TO METER ( SEE V-DROP)
H1A LOT 19 1/O 50 2 2.9 3.1
H1A LOT 20 1/O 50 2 2.9 3.1
H1B LOT 12 4/O 65 50 3 35 2 3.2 3.6
H1B LOT 13 4/O 70 50 2 70 1 3.2 3.7
H1B LOT 14 1/O 50 2 2.9 3.0
H1B LOT 15 1/O 50 2 2.9 3.0
V02 LOT 8 4/O 65 50 2 65 1 1 2.0 3.4
V02 LOT 9 4/O 60 50 2 60 1 1 2.0 3.3
V02 LOT 10 1/O 20 50 2 20 1 1.9 3.1
V02 LOT 11 4/O 75 50 2 75 1 1 2.1 3.5
V03 LOT 3 4/O 135 50 3 85 2 2.1 3.5
V03 LOT 4 1/O 85 50 3 35 2 2.3 3.7
V03 LOT 5 1/O 80 50 3 30 2 2.2 3.6
V03 LOT 6 1/O 50 50 2 50 1 2.0 3.1
V03 LOT 7 1/O 55 50 2 55 1 2.0 3.1
1/O UG Triplex (ft) =415 2" PVC & Bends =520 10 5 1.1
4/O UG Triplex (ft) =470 3" PVC & Bends =655 17 1 4 2.2
350 UG Triplex (ft) =520 Total Qts of Glue =3.3
CHARGE TO 105092300
SIDE VIEW
18"
23-1/4"32-3/4"
2"
Captive L-Bolt
Lock Cover, 10 lbs
24"
Approx
Approx
13"
Customer's
service
conductors
4-3/4" X 4-3/4"
KNOCKOUT IN 2 PLACES
Conductors enter from
beneath and shall be
folded back with handhole
Set handhole flush
to final grade
Captive L-Bolt
Lock Cover
SINGLE PHASE SECONDARY HANDHOLE
Not to scale 6050.2000
@ H1C
MFP20005122