HomeMy WebLinkAboutMFP19003270.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP19003270
IVR Number: 19003270
Permit Informaon
Permit Name:Puget Sound Energy - Electric
Address/Locaon :06/13/2019Application Date:3123059069Parcel Number:4512 TALBOT RD S
Permit Type:07/03/2019Issue Date:Franchise
Permit Work Class:07/02/2020Expiration Date:Minor Utility
Job Number:105089968Franchise Type:Electric
Description:Remove two utility poles. Underground utilities with new HH, vault and trench on private property.
APPROVED WITH CONDITIONS: See attached conditions for Trees
Contacts
Name Address PhoneTypeBilling
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Applicant
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
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Specialized
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 of 1 | Published: 1/2/2019
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: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. 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:
տ New Construction տ Repair/Relocate տ Underground տ Overhead տ Sidewalk տ Street
տ Open Trench տ 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
$125/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 - Electric
105089968
CORRIE RYDBERG
(253) 234-6410
CORRIE.RYDBERG@PSE.COM
4500 TALBOT DR SE
REMOVING P02(316318-165915) & P03(316320-165927) AND ALL EQUIPEMENT ATTACHED. INSTALLING
RISER ON P01(316314-165904). SET A 50KVA XFMR AT V01(316321-165896). INSTALLING UG PRIMARY CABLE FROM P01(316314-165904)
TO V01(316321-165896). REMOVE OH WIRE FROM P01-P02-P03. INSTALLING A NEW HANDHOLE AT HH2. PLEASE SEE ATTACHED
✔✔✔✔✔
✔15'X2'X2'
Potelco, Inc. (253) 234-6410
POTELI#227PL BL005109
Corrie Rydberg Digitally signed by Corrie Rydberg Date: 2019.06.13 13:56:37 -07'00'6/13/19
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
105089968
Potelco, Inc
MARC BAYLEY (253) 259-4494
6905 S 228th St, Kent, WA 98032
MARCUS.BAYLEY@PSE.COM
4500 TALBOT DR SE
TBD
TBD
CORRIE RYDBERG
6/13/19
Corrie Rydberg Digitally signed by Corrie Rydberg
Date: 2019.06.13 13:57:03 -07'00'
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).
TALBOT RD SS 45TH PL
S 46TH PL(PRVT)
S 47TH ST(PRVT)
111111
2121P02 P03
STOP
FLAGGER
1811
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
P01X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1700
#4500
SHOULDER
WORK W21-5UTILITY
WORKAHEAD W21-7350'350'UTILITYWORKAHEADW21-7350'12121212V01HH2
HH1
ALLOW 11' MINFLAGGER/SPOTTER SHALL
ESCORT PEDESTRIANS
AROUND WORK AREA
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGETSOUNDENERGY
JOB#105089968
4500 Talbot Rd S, Renton, WA 98055
6/11/2019
stacie.fortiner@pse.com
425-424-6514
SHEET 1 of 1
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
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 11' 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.
4500TALBOT RD SPARCEL #
3123059067
316320-165895
37.5 kVA 120/240V (B)
UNK
316305-165895 T2/24
316314-165904
SW#T82314 (25T)
316320-165927
316318-165915
25 kVA 120/240V (C)
316321-165896
50 kVA 120/240V (C)
SITE PLAN
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.
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)JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
00 1"2"
00 50'100'
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND
ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT
OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01
-REQUIRED TO PROVIDE 6' X 6' WORK PIT 2/3 CUBIC YARDS OF 6” CRUSHED ROCK AT V01
-REQUIRED TO PROVIDE 6' X 6' WORK PIT & 1 CUBIC YARD OF 5/8" MINUS AT HH2
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT AT HH1
TRENCHING & CONDUIT.
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS.
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO
CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL
MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5
BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT
ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING.
- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A
MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them, or
as required by your local municipality.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point on private property.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
V01
316321-165896
50 kVA
6247100
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
NOP-26
190.00 181.00 229.00
0.00 0.00 0.00
190.00 181.00 229.00
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
M. BAYLEY 253-234-6432 09/19/18
K. GOUESSE 253-395-6922 09/19/18
E. SCHOTT 714-893-2405 09/19/18
RW#RENTON
WEATHERLY INN RENTON
3PHS UG COMM LINE EXT (PHASE 1)
4500 TALBOT DR. SE, RENTON, WA 98055
N/A N/A
N/A 105089968
AS NOTED 1 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
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
N/A N/A N/A 105089968SCALE: 6" = 1 MILE
OVERHEAD CIRCUIT MAP 230E124
NOP
26
SITE SPECIFIC NOTES
AT P01: 316314-165904
-EXISTING POLE TO REMAIN
,167$// 67,5583%2/7(' +27&/$03 7$3& 0,' 2254100 & 2153100)
-INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU1C1)
-INSTALL (1) LB C/O ON NEW FG ARM, FUSE @ 25T (MID: 3412400)
-INSTALL SWITCH #T82314
-INSTALL (1) 2" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000
5,6&66
BBB
$&78$/
-INSTALL CABLE TAG&Ҁ(,'
AT P02: 316318-165915
-REMOVE EXISTING 1986 40' POLE AND 25KVA TRF
-REMOVE EXISTING 3'' SECONDARY RISER & 4/0 UG TPLX FEED TO HH1
AT P03: 316320-165927
-REMOVE EXISTING 1966 40' POLE AND 10KVA TRF
-REMOVE EXISTING DOWN GUY/ ANCHOR
AT V01: 316321-165896
-INSTALL (1) 36" X 42" X 38" MINI-PAD UNISTRUT HH W/ GROUNDS PER STD 6045.1010
(MINU1SR)
-INSTALL (1) 50KVA PADMOUNT TRF (MID: 6247100)
-INSTALL (1) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (1) DUST CAP (MID: 7630600)
-INSTALL (3) 6- POS #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002)
-INSTALL GRID #316321-165896
,167$//&$%/(7$*&Ҁ(,'
AT HH1:
EXISTING STRUCTURE TO REMAIN
-CUSTOMER TO LOCATE
AT HH2: NEW
-INSTALL (1) 30"x30" CONCRETE HAND HOLE WITH STEEL DOOR PER STD 6050.2020
(HH14350AS).
-INSTALL (3) 4-POS #10-350 SECONDARY CONNECTION BARS, MID (7651005)
___
___
ROW
90'
___
___
UNDERGROUND CIRCUIT MAP
SCALE: 6" = 1 MILE
JOB SITE
PARCEL #
3123059094
SPAN SPECIFIC NOTES
P01 TO P02 TO P03:
-REMOVING (;72+$&65
BBB
$&78$/
P01 TO V01:
,167$//6&+
/&217,1828639&&21'8,7
BBB
$&78$/
,167$//5818*JKT CABLE¶BBB
$&78$/
V01 TO HH1:
,167$//6&+
/&217,1828639&&21'8,7
BBB
$&78$/
-INSTALL 1-RUN 350 UG TPX
BBB
ACTUAL
V01 TO HH2:
,167$//6&+
/&217,1828639&&21'8,7
BBB
$&78$/
-INSTALL 1-RUN 350 UG TPX
BBB
ACTUAL
___
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:MARK BAYLEY
253-259-4494
MARK.BAYLEY@PSE.COM
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
504767395
594123258
583060285
108108473
101114621
105089968
Dist UG Maintenance
Dis OH Operations
Dist Retirement
Dist Improvement
Superior
Owner / Developer Contact Info
officeATTN:
WEATHERLY INN - RENTON LLC
606 COLUMBIA ST. NW #101
OLYMPIA, WA 98501
DICK VELDSMA 541-279-1545
N
Vicinity Map
N/A
JOB SITE
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.
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
316318-165915
25kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P03
316320-165927
10kVA
316314-165904
UNK
SW#_____ (25T)
316321-165896
50 kVA 120/240V (C)
CUSTOMER SUPPLIED 6'X6' WORK PIT
& 6” BEDDING OF COMPACTED CRUSHED ROCK
PSE PROVIDED & INSTALLED
1-3" SCH'L 80 PVC GREY CONDUIT ±50'
IN CUSTOMER PROVIDED TRENCH
PSE INST. 1-RUN 350 UG TPX ±70'
CUSTOMER SUPPLIED
4' X 4' WORK PIT & 1 CUBIC
YARD 5/8" CRUSHED ROCK
PSE PROVIDED & INSTALLED 1-2" SCH'L 80
PVC GREY CONDUIT ±100'
IN CUSTOMER PROVIDED TRENCH
PSE INST. 1-RUN 1/0 UG JKT CABLE ± 140'
(CØEID992)
PSE PROVIDED & INSTALLED
1-3" SCH'L 80 PVC GREY CONDUIT ±70'
IN CUSTOMER PROVIDED TRENCH
PSE INST. 1-RUN 350 UG PLX ±90'
CUSTOMER SUPPLIED
4' X 4' WORK PIT & 3/4
YARD SAND
CUSTOMER SUPPLIED
6' X6' WORK PIT & 1 CUBIC
YARD 5/8" CRUSHED ROCK
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
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
M. BAYLEY 253-234-6432 09/19/18
K. GOUESSE 253-395-6922 09/19/18
E. SCHOTT 714-893-2405 09/19/18
RW#RENTON
WEATHERLY INN RENTON
3PHS UG COMM LINE EXT (PHASE 1)
4500 TALBOT DR. SE, RENTON, WA 98055
N/A N/A
N/A 105089968
AS NOTED 2 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
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
N/A N/A N/A 105089968THIS 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)
CABLE & CONDUIT DIAGRAM
NOT TO SCALE
RETIREMENT POLE TABLE
SITE
#
POLE DATA POLE TRANSFERS REMARKS
GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION)
P02 316318-165915 ---
P03 316320-165927 ---
VAULT & EQUIPMENT TABLE
SITE #GRID #
VAULT SIZE
& COVER
TYPE & SIZE
EQUIPMENT IN
VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
V01 316321-
165896
36"x42"x38"
PM HH
Matid:
7663001
50KVA MP TRF
120/240
Matid: 6247100
WIRE REMOVAL TABLE
LOCATION
Wire Size & Type
PRI/
NEUT
Quantity
Length Per
Conductor
REMARKS
FROM TO
P01 P02 #2 ACSR 2 70'-
P02 P03 #2 ACSR 2 30'
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed
Lot Corner
CONDUIT VOLTAGE
DROP
VOLTAGE
FLICKER ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
V01 HH2
SEC 350 UG
TPX 70 0 3 50 3 0 0 0 0
V01 HH1
SEC 350 UG
TPX 90 0 3 70 2 0 0 0 0
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE
INSTALLED
90°45°22°11°A B C MANUFACTURE
R COMPOUND YEAR NOTES CONDUIT CABLE
P01 V01 2 1 100 2 0 0 0 74 75 1/0AL JKT 140'cɸEID992 -
2" PVC (FT) & BENDS =2 0 0 0 1/0 AL JKT TOTAL (FT) =140'
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
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
M. BAYLEY 253-234-6432 09/19/18
K. GOUESSE 253-395-6922 09/19/18
E. SCHOTT 714-893-2405 09/19/18
RW#RENTON
WEATHERLY INN RENTON
3PHS UG COMM LINE EXT (PHASE 1)
4500 TALBOT DR. SE, RENTON, WA 98055
N/A N/A
N/A 105089968
AS NOTED 3 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
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
N/A N/A N/A 105089968Communications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation
36"
Min
Cover
48"
Max
Backfill
(No rocks over 10" diameter)
Separation
12" Min
Gas
4" Sand Bedding
32" Typical
(Power, Gas, and
Communications)
JOINT TRENCH DETAIL
Primary-Mainline Gas & Communications (NTS)
Separation
12" Min
6" or 12" Min Sand Shading after Compaction
- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches (No PSE gas)
- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.
TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
Backfill for Conduit
Free of rocks
larger than 8"
in diameter
Separation
12" Min
in Conduit
Schedule 40 White PVC
Gas Service Line
32" Typical
(Power, Gas,
Phone & Cable)
Separation
12" Min
12" Min
Separation
36" MINIMUM COVER
IN RIGHT OF WAY
JOINT TRENCH DETAIL
Joint Service Line in Conduit (NTS)
To Excavated Dirt Pile
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Standoff Bracket
15" Min Length
Conduit Clamp
ConduitField FaceQuadrantClimbing
Space
Road FaceQuadrantClimbing
Space5" MinCLLC Direction of Vehicular TrafficUNDERGROUND
CABLE CONDUITS
TO THIS QUADRANT
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL: AT P01
SCALE: NONE
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT: AT V01
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
10'
10'
APPROVED
TRANSFORMER
AREA
10'
TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFTHIS 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)
SINGLE PHASE SECONDARY CONCRETE HANDHOLE: AT HH2
Not to scale 6050.2020-1
TOP VIEW
SIDE VIEW
2'-4"
EXCAVATION: 5-1/3 CUBIC YARDS
6'-0"
2"
2'-6"
Install PVC bell endsand grout into wall
2'-6"
Handhole
820 lbs
Conduits and conductors shall enter fromends of handhole through knockouts provided
Typical customer run
service conductors in duct
Steel Door
Seal conduit
with foam
Customer-installed grounding wires ( the "4th" wire on the single-phase systems and the "5th" wire on
the three-phase systems) shall not be connected to PSE's ground or neutral bus. They shall be
removed by customer or cut off at the vault wall.
6" Crushed rock
6'-0"
VAULT & EXCAVATION DETAIL: AT V01
Not to scale 6045.1000
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
FRONT
LAYTON TREE CONSULTING, LLC
It’s all about trees……
PO BOX 572, SNOHOMISH, WA 98291-0572 * 425-220-5711 * bob@laytontreeconsulting.com
TREES & CONSTRUCTION MEMO
RJ Development
To: Frank Durocher
From: Bob Layton
CC:
Date: October 4, 2019
Re: 4500 Talbot RD S – ROW Utility Work near Trees
Mr. Durocher,
On September 27th per your request, I visited your project site at 4500 Talbot Road S to evaluate
the potential impacts to Trees #1 and #2 associated with placing the electric utility underground
adjacent to the new access road. A new transformer is proposed to be placed within the critical
root zone of Tree #1. It is my understanding that the transformer location cannot be moved per
your agreement with the neighboring property owner. The transformer will also require a
certain amount of clearance around it in order for it to be serviced in the future by the utility
company.
The excavation required for the transformer installation is significant. See the attached
diagram. It will require soil excavation within 2-feet of the root crown of Tree #1. This major
encroachment is likely to compromise long-term health and stability. Removal is warranted to
prevent a future hazard and provide the necessary space to appropriately install and service the
utility in the future.
Tree #2 will also be impacted by the utility work but not to the same degree as Tree #1. This
tree can be retained if work is carried out diligently. The amount of root loss associated with
trenching the utility is not expected to jeopardize health or structural stability. This tree has a
large cluster of surface roots that extend east from the trunk. See pictures below. This root
cluster will not be impacted by the utility trench. Pine trees have good relative tolerance to root
loss and disturbance related to development activities. The tree is currently of good vigor and
October 4, 2019 4500 Talbot RD S - Trees
Page 2 LAYTON TREE CONSULTING, LLC
in good structural condition. I would expect it to remain viable long-term if the measures
outlined below are adhered to.
Tree Protection Measures
• Mark on the ground with paint the extent of required excavation.
• Cover the ground on the north side of the trench (critical root zone) with plywood or
hog fuel for equipment to run on. Use a tracked mini-excavator.
• Gradually excavate trench by removing only a few inches of soil at time. Any root
encountered that is greater than 2-inches in diameter will be hand-excavated at cut
cleanly at the north edge of the trench.
• After trench is excavated to the required depth, hand excavate and prune clean to
sound tissue any damaged root ends over one-inch in diameter. Sound tissue is where
the root is undamaged and the bark is completely intact with the root.
• When work is complete, position a protection barrier at the dripline or to the largest
extent possible keeping equipment and materials outside of the protection zone at all
times.
• Provide supplemental irrigation to the tree every 7 to 10 days during the dry season of
June through September.
Please let me know if you have any questions or need further assistance on this project.
Sincerely,
Bob Layton
Registered Consulting Arborist #670
ISA Certified Arborist #PN-2714A
ISA Tree Risk Assessment Qualified
October 4, 2019 4500 Talbot RD S - Trees
Page 3 LAYTON TREE CONSULTING, LLC
Tree #1
Tree #1 (left), Tree #2 in background on left
October 4, 2019 4500 Talbot RD S - Trees
Page 4 LAYTON TREE CONSULTING, LLC
Lower trunk of Tree #2, note large root cluster east of tree (bottom of photo)
Tree #2 on right, Tree #1 in background
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP19003270
Planning
1 When work is complete, the applicant shall position a protection barrier at the dripline or to the largest extent
possible keeping equipment and materials outside of the protection zone at all times.
2 The applicant shall gradually excavate the trench by removing only a few inches of soil at time. Any root
encountered that is greater than 2-inches in diameter shall be hand-excavated at cut cleanly at the north edge of
the trench.
3 The applicant shall cover the ground on the north side of the trench (critical root zone) with plywood or hog fuel for
equipment to run on. A tracked mini-excavator shall be used.
4 The applicant shall mark on the ground with paint the extent of required excavation prior to grading/digging
activities.
5 After the trench is excavated to the required depth, the applicant shall hand excavate and prune clean to sound
tissue any damaged root ends over one-inch in diameter. (Sound tissue is where the root is undamaged and the
bark is completely intact with the root.)
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