HomeMy WebLinkAboutCAG2020-289 - Original - Puget Sound Energy - GRNRA South Pump Station Line Extension - 09/04/2020ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
o Director or Designee o Mayor
Date of Council Approval:
Budget Account Number:
Budget? o Yes o No
Grant? o Yes o No
Type:Review/Signatures/RoutingDate Received by City Attorney:Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? o Yes o No*
*If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
o Yes o No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
Nancy Yoshitake for Steve Lincoln Public Works
9/2/20 9/9/20
4 N/A
4
D20047
4
Puget Sound Energy Contract
Green River Natural Resource Area South Pump Station
Primary line extension.
$66,908.45
Mayor's signature
4
9/2/2020 Okay to sign
9/4/2020
Original
CAG2020-289
Docusign Envelope lD: 648056A5-4227 -48E8-9F 45-5AC09D655D52
9
tn*A coMMERCIAt ELECTRIC FACIIITIEs coNrn.acr
ou'" gliTl2o
Contract is subjecl to
revision after 90 days
cusroMER (ovvNER) NAME crry oF kENT (ATTN: srEpHEN LINCoLN)COO\¡/NER NAME (IF APPLICABLE)
SERVI'EADDRESS 6916 s 24orH sr ctÌY KENT STATE
WA
ztP
98032
BILLING ADDRESS
4OO WGOWE ST "'t" KENT sTArÊ wA ztP
98032
t"o"u 253.8s6.s5s2 EMAIL slincoln@kentwa.gov PSEWoRKoRDER No iOS0g¿ZZg
Summary of Charges
Construction Costs:
Transformation Charges:
Less Applicable Margin Allowance:
Sub-Total (Potential Refundable Costs): $ 50,27859-
Permitting Fees*:
Relocation/Removal of Existing Facilities:
Other Non-Refundable Construction Charges
$ 1,918.19
$ o.oo
$ ro,zr r.oe
Sub-Total (Non-Refundable Costs):$ ra,ozg.ez
Total Amount to be Billed Under This Contract: $ Oe,SOA.qo
Customer lnitials
$ gz,szo.g¿
$ tz.zoe2.g__
$ o.oo
Brief Description of Work:
Primary line extension from J01 to J02, install (2) 4" red
poly conduit supplied by PSE for road crossing, install new
J-box (575) install (1) 4" conduit from J-box to new
transformer vaulVlid, instaf I new 1000kva transformer
12O12O8, connect customer wire (3) runs of 300mcm.
Road crossing by city of Kent with Potelco inspector. All
trenching along property can be open trench, all pits for
vaults provided by City of Kent.
Brief Description of Other Costs:
Permit fees, flagging cost, traffic police, transformer
difference due to high LRC.
*""Please note below charges will be applied after service
connection is completed.**"
"lf the above Permitting Fees are associated with service work only, those costs will be billed with the applicable service
charges below after the service is energized.
SECONDARY SERVICE CHARGES (PERMANENT AND TEMPORARYI ARE NOT INCLUDED IN THE SUMMARY OF CHARGES ABOVE
Any applicable Secondary Service Type charges listed below will be billed after your service line installation, based on the actual work
performed. Base Costs, in the table below, include Schedule 87 tax and are current costs effective 111112018. These charges also do not
include permitting fees, trenching and other excavation related work that is your responsibility. The Secondary Service Type charges from the
list below that apply to your project will be invoiced on a second bill.
Secondaru Service Tvpe f480 Voltaqe or Belowl Gost dSchedule 87 tax effect
Single wire run to handhole or transformer $611.12
Each additional run of wire(oer circuits)$140.60
Each additional trip beyond lsltrip due to customer requirements $418.48 per trip
Hourly rate for additional enqineerinq $182.67
Underground Temporary Service Charge $182 nn
Overhead Temporary Service Charge $260.00
Overhead Permanent Service Charge s1 039 57
Customer lnitials:
By signing this contract you are authorizing PSE to continue with all the needed elements to complete your project. Upon
receipt of a signed contract, PSE will bill you for the amount indicated on the "Totat Amount to Be Billed lJnder This
Contract' line. The bill will sent to the billing address listed on this contract. PSE requires payment of these line extension
charges prior to scheduling construction. Payments can be made via pse.com (fees may apply), by mail, or at a PSE Pay
Station. Delaying payment may result in a construction delay for your project. Customer requested changes in the scope
of the project may result in additional charges, andior delays to your prqect.
Signature Name: $eenenl=meetn Title:Date
DR
Mayor 09/04/2020Dana Ralph
DR
DocuSign Envelope lD: 64805645-4227 -4888-9F 45-54C09D655D52
TERMS AND CONDITIONS
PROJECT INFORMATION
1. The PSE drawing shows the proposed scope of your project including the location of permanent, above ground
electrical facilities required to provide electrical service to your project. Fault current information for transformers
associated with your prqect is noted on the work sketch drawing. Please review this drawing as soon as possible
to ensure there are no unforeseen conflicts between PSE's design and your project. lf you determine there are
conflicts or if you identify a discrepancy while reviewing the drawing for your project, please contact me at the
number below. This is attached as Exhibit A.
2. Additionalconstruction-related information and information on metering and service entrance requirements
areprovided in PSE's Electric Service handbook for commercial projects. lf you would like a copy of the
handbook please contact me at the number below. lt is your responsibility to provide your project manager, site
superintendent, and/or subcontractors with any relevant information from this correspondence that apply to their
work in support of your project.
3. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee and
returned to me along with a signed copy of this contract. This is attached as Exhibit B.
4. Transformers have been sized for diversified commercial loads only, and shall not be used for high load factor
(continuous) temporary power uses, such as electric heaters for dry-out. Fault currents for non- residential
transformers in your pro.¡ect are noted on the attached PSE design drawing. Please notify the PSE representative
listed on this contract immediately if you believe there are conflicts between this design and your project. lt is
your responsibility to provide your project manager, site superintendent, and subcontractors with any information
from this correspondence and it's attachments that apply to their work.
5. The requirements for trenching by customers on public right-of-ways and/or on Puget Sound Energy easements
must be signed by the project owner or designee and returned along with a signed copy of this contract. This is
attached as Exhibit C.
POTENTIAL REFUNDS
Margin Allowance:
lf PSE has not provided a Margin Allowance or if your Margin Allowance exceeds $75,000, PSE agrees to
calculate and refund the Margin Allowance, subject to Schedule 85, up to two (2) years after the line extension
is energized. Customers are responsible for making the refund request.
DIM Refund:
Other refunds associated with the line extension charge may be available if additional permanent service hook-ups
are made to your line extension. These service hook-ups must be made within five (5) years of the date on which
your project is initially energized Customers are responsible for making all refund requests. A refund may be
requested one (1) time within six (6) years of the date on which your line extension is initially energized. lt is the
custome/s responsibility to make the refund request. Your refund request should be directed to PSE's Customer
Accounting Coordinators at Sched uleS5refundrequests@pse.com.
RATE SCHEDULE 85
Allterms and conditions, costs, and refunds are in accordance with PSE's Rate Schedule 85, and any
discrepancies between this contract and the Rate Schedule will be resolved in favor of the Rate Schedule. Rate
Schedule 85 contains more detailed information covering costs, refunds, rights, and obligations than is reflected in
this contract. The entirety of Rate Schedule 85 can be viewed at PSE's website www.pse.com.
This cost information is valid for 90 days from the date of this contract. Should we receive your contract after this
period, the costs will be subject to changes.
The amount noted on this contract is an estimated cost; however PSE's Schedule 85 line extension tariff requires
customers to pay the actual cost of construction. PSE will determine the actual cost of the job once construction is
complete. lf the actual cost of the job is more than 10% above or below the estimated cost, an additional billing or
refund will result to account for the difference.
DocuSign Envelope lD: 648056A5-4227 -4E88-9F 45-5AC09D655D52
9';{tt,
REQUIREMENTS FOR TRENCHING BY CUSTOMERS ON PUBLIC RIGHT.OF-WAYS AND/OR ON PUGET
SOUND ENERGY, INC. EASEMENTS
The following outlines most local governmental guidelines and company standards for trenching on a public right-of-way
or Puget Sound Energy, lnc. (PSE) easement. Any trenching performed by the customer, or their contractor, under a PSE
permit or easement must comply with these requirements.
1. All trench construction must be performed by a Washington State licensed and bonded contractor.
2. Trench excavation, backfill, restoration, and facility placement must be coordinated with a PSE designated
representative, and receive on-site approval by that representative, and localjurisdiction.
3. Right-of-way easement trenching and backfill must be performed during normal business hours, Monday through
Friday. Same day excavation and backfill is required for all trenching. Job start notification to the localjurisdiction
is the responsibility of Potelco, lnc. Customer shall notify Potelco Project Manager three working days prior to
trenching. Penalties for failure to comply with this requirement will be borne by the customer.
4. lf the job scope requires excavation beyond a single day, fencing and barricading must be installed around utility
facilities exposed above the trench, if allowed, must be in accordance with local regulatory requirements.
5. PSE, all participating utilities, and One-Call Locate, must be notified a minimum of 72 hours in advance of the
date and time for right-of-way trenching and facility placement. The One-Call Locate number is 1-800-424-5555.
State law requires locating service notification.
6. Excavated material must remain clear of the roadway whenever possible. Excavation material, spoils, and debris
shall be removed off-site each day, in accordance with local regulatory requirements. All erosion control
requirements in accordance with local regulatory requirements are the responsibility of the customer.
7. Material excavated from the shoulder of the right-of-way shall be properly disposed, and replaced with select
backfill material in accordance with local regulatory requirements.
8. Proper compaction is required to comply with local regulatory specifications. lf the permit requires compaction
testing, the cost of said testing is the responsibility of the customer.
9. All permit requirements, traffic control plans, traffic control and flagging shall meet local regulatory specifications
and satisfaction.
'10. ln the event of failure to abide by the above requirements, PSE reserves the right, at its sole discretion, to assume
trenching. ln the event of delays due to equipment failure, PSE may assume trenching to meet regulatory and
joint construction requirements. The customer is responsible for all trenching costs, and will reimburse the
company for costs should PSE perform the trenching.
Customer lnitials.
11. The customer agrees to indemnify, defend and hold harmless PSE from all liability (including reasonable
attorneys'fees) arísing out of, or in connection with, the above mentioned trenching activities.
Customer lnitials
I AGREE TO ADHERE TO THE ABOVE CONDITIONS
Service Address: 6316 S 240TH ST KENT 98032 Work Order Number: rcs094728
Signature:Name. ñeeh Tifle:Date
DR
DR
Dana Ralph Mayor 09/04/2020
ROW
85'ROW60'W JAMES ST
64TH AVE S314429-164838
314430-164840
314427-164842
314429-164842
314429-164839
U3540
314444-164838
314446-164838
1000kVA 277/480V (ABC)
J
J
J
J
314430-164823
314430-164822
25 kVA 120/240V (B)
KNT
36
B
A
℄℄℄℄℄
℄
℄
℄
℄
ROW
75'
"6316"
FAULT CURRENT TABLE
3Ø PM TRANSFORMERS (480Y/277V)
277V WINDINGS 480V WINDINGS
LOCATION SIZE R/X MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V01 1000kVA 0.1 --5.30 22,700
00 1"2"
00 50'100'
SITE PLAN
SCALE: 1" = 50'
JOB SITE
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:
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 6" MINUS CUBIC YARD 5/8" CRUSHED ROCK AT J01
-REQUIRED TO PROVIDE 11' X 9' WORK PIT & 6" MINUS CUBIC YARD 5/8" CRUSHED ROCK AT J02
-REQUIRED TO PROVIDE 11' X 11' WORK PIT & 6” MINUS CUBIC YARD 5/8" CRUSHED ROCK AT V01
TRENCHING PITS.
-CUSTOMER TO BORE (2) 4" RED POLY,± 150'
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 .
N
Vicinity Map
N/A
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.
JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"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)
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
314446-164838
1000kVA
6259350
SITE SPECIFIC NOTES
AT J01: 314430-164840
-EXISTING JBOX AND VAULT TO REMAIN
-INSTALL (3) 12kV ELBOW KIT PER STD 6041.1000 (MID 7625900)
-INSTALL (1) SETS OF CABLE TAGS AØEIQ080, BØEIQ081, CØEIQ082
AT J02: 314444-164838
-INSTALL (1) HH 4'8" X 7' X 5' HH W/ GROUNDS PER STD 6045.5000 (JBOX15L)
-INSTALL (4) JBOX 200A 15KV 4 BSH W/HDWR (MID7625900)
-INSTALL (6) 12kV ELBOW KIT PER STD 6041.1000 (MID 7625900)
-INSTALL (2) SETS OF CABLE TAGS AØEIQ080, BØEIQ081, CØEIQ082, & AØEIQ083, BØEIQ084,
CØEIQ085
-INSTALL GRID #314444-164838
AT V01: 314446-164838
-INSTALL (1) HH 7' X 7' X 4' W/60"X24"ACCESS W/8'X10' COVER PER STD 6045.5000 (PM3P15L)
-INSTALL (1) 1000KVA 277/480 PADMOUNT TRF (MID: 6259350)
-INSTALL (3) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (4) #2 TO 500 KCMIL CONNECTOR LUGS (MID 7651002)
-INSTALL (12) MOUNTING BOLT KITS (MID 7651008)
-INSTALL (1) SETS OF CABLE TAGS AØEIQ083, BØEIQ084, CØEIQ085
-INSTALL GRID #314446-164838
-CONNECT CUSTOMER OWNED, INSTALLED, & MAINTAINED 3-RUNS OF 300 MCM
SPAN SPECIFIC NOTES
J01 TO A:
-INSTALL 2-4" DB120 CONDUIT, ± 20' ___' ACTUAL
B TO J02:
-INSTALL 2-4" DB120 CONDUIT, ± 20' ___' ACTUAL
J01 TO J02:
-INSTALL (1) RUN 3Ø 1/0 UG JKT CABLE, ± 230' ___' ACTUAL
J02 TO V01:
-INSTALL 1-4" DB120 CONTINUOUS PVC CONDUIT, ± 20' ___' ACTUAL
-INSTALL 1-RUN 3Ø 1/0 UG JKT CABLE, ± 50' ___' ACTUAL
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
J01 314430
164840 EXISTING w/4-Pos J-Bus x3 3 -
J02 314444
164838
4'8"x7'x5'
w/2-3' Sq Doors
Matid: 7663200
w/4-Pos J-Bus x3
Matid: 7625900 6 6
V01 314446
164838
7'x7'x4'
W/8'X10' COVER
Matid: 7917900
1000KVA PM TRF
277/480
Matid: 6259350
3 -
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
D. HONEYSETT 253-395-6839 05/08/20
J. REIBMAN 425-457-4004 05/08/20
E. SCHOTT 714-893-2405 05/08/20
RW#118828 KENT
GREEN RIVER NATURAL RESOURCES AREA SOUTH PUMP STATION
NEW JBOX, NEW TRF & 3Ø PRI L/E
6316 S 240TH ST, KENT, WA 98032
N/A N/A
N/A 105094728
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
SE 14-22N-04E N/A N/A
2204E056 2204E096 2204E056 KNT-36
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
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:DAVE HONEYSETT
253-245-0883
DAVE.HONEYSETT@PSE.COM
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
509312038
509312037
508860820
3000663280
104324987
105094728
Service
Capital Elec Simple
Superior 105094728SCALE: 6" = 1 MILE
OVERHEAD CIRCUIT MAP 2204E096
Owner / Developer Contact Info
officeATTN:
CITY OF KENT
400 W GOWE STREET
KENT, WA 98032
JASON BRYANT 253-261-5663
CIRCUIT FEET ADDED:
SQ. FOOTAGE:
PANEL SIZE:
HEAT TYPE:
EST. DEMAND:
LRC:
% V. DROP:
% FLICKER:
270'
4,040 SQ FT
800A
ELECTRIC
212.349kW
600A
0.9%
2.8%
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
KNT-36
05/2019
57.00 55.00 58.00
.15 .15 .15
57.15 55.15 58.15
SCALE: 1:100
UNDERGROUND CIRCUIT MAP 2204E056
JOB SITE
Fabian Gomez 8/12/2020
J
314444-164838
314446-164838
1000 kVA 120/208V (ABC)
2X90°
R=60"
2X90°
R=60"
90°
R=60"
10'
10'20'
150'
20'
4X4 BORE PIT
CUSTOMER SUPPLIED
11' X 11' WORK PIT
CUSTOMER SUPPLIED
2-4" RED POLY CONTINUOUS CONDUIT ± 150'
1-4" DB120 CONTINUOUS PVC CONDUIT ± 20'
20 CUBIC YARDS OF 6” CRUSHED ROCK
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1 WILL BE A SPARE
PSE TO INSTALL IN CUSTOMER PROVIDED TRENCH
CUSTOMER TO BORE
B
A
4X4 BORE PIT
CUSTOMER SUPPLIED
314430-164840
11' X 9' WORK PIT
CUSTOMER SUPPLIED
PSE INST. 1-RUN 3Ø UG 1/0 PRI ± 230'
(AØEIQ080)
(BØEIQ081)
(CØEIQ082)
PSE INST. 1-RUN 3Ø UG 1/0 PRI ± 50'
NEW CABLE TAGS
NEW CABLE TAGS
J
314446-164838
1000 kVA 120/208V (ABC)
(AØEIQ083)
(BØEIQ084)
(CØEIQ085)
10'
10'20'
150'
20'
314444-164838
314430-164840
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
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
D. HONEYSETT 253-395-6839 05/08/20
J. REIBMAN 425-457-4004 05/08/20
E. SCHOTT 714-893-2405 05/08/20
RW#118828 KENT
GREEN RIVER NATURAL RESOURCES AREA SOUTH PUMP STATION
NEW JBOX, NEW TRF & 3Ø PRI L/E
6316 S 240TH ST, KENT, WA 98032
N/A N/A
N/A 105094728
AS NOTED 2 OF 2
KING N/A N/A CSPSKEIN
SE 14-22N-04E N/A N/A
2204E056 2204E096 2204E056 KNT-36
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 1050947282"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
4,750 lbs
2,490 lbs
VAULT & EXCAVATION DETAIL @ J01
Not to scale 6055.1030
CLEAR WORKING SPACE FOR J-BOX
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
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
Not to Scale 0150.3200
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
1.5' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
Not to scale
1.5' MIN
3'
MIN
3' MIN
3' MIN
10' MIN
3'
MIN
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
J- BOX CABLE ENTRY DETAIL
Not to scale
10'
10'
APPROVED
TRANSFORMER
AREA
10'
TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFNEW CONDUIT DIAGRAM
NOT TO SCALE
NEW CABLE DIAGRAM
NOT TO SCALE
Phone & TV
Excavated Dirt Pile
Final Grade
24" Min
48"
Max
18"
Backfill for DB 120 Conduit
12" Min
Separation
6" or 12" of sand, 5/8" minus
3" of sand, 5/8" minus, or clean backfill bedding
JOINT TRENCH DETAIL
36"
Min
Cover
ROADSIDE
Typical To Excavated Dirt Pile
(No Rocks over 10" Diameter)
or clean backfill shading
DB120 Grade Conduit
DB 120 (NTS)
- A 6" layer of sand, 5/8" minus, or clean shading is allowed when excavated native material
contains rocks no larger than 8" in diameter.
Trench and backfill requirements for electric line extension trenches (No PSE gas)
- A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material
contains rocks up to 10" in diameter.
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 MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE
J01 J02 4 1 190 2 890 890 3Ø 1/0AL
JKT 230 EIQ080 EIQ081 EIQ082 -
J01 J02 4 1 190 2 SPARE
J02 V01 4 1 20 1 289 289 3Ø 1/0AL
JKT 50 EIQ083 EIQ084 EIQ085
4" PVC (FT) & BENDS =400 5 0 0 0 1/0 AL JKT TOTAL (FT) =270
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
TYPICAL BORE NOTE
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2
BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT
DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY.
PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE
POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL
HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING
CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND
PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO
REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK
BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS
PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT
OF WAY
NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE
TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE
INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY
HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC
RIGHT OF WAY.
NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL
CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND
STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT
HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT
OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A
DIFFERENT MINIUM SEPARATION.
CROSSINGS CONDUIT TABLE
X-ING
NO.
LOCATION GAS POWER Length
Remarks (type of crossing)
SIZE Type Qty Location SIZE Type Qty
(Primary, Feeder, Secondary, St.
FROM TO (in)sched each N-S-E-W (in)sched each (ft)Light, Gas Only, etc.)
A B 4 RED PE 2 150 PRIMARY
150= 4" RED POLY (ft)
2"
Excavation - 20 cubic yards
10'-0"
7'-0"
8'-0"
8"
4'-2"
SIDE VIEW
4'-6"Crushed
6"
Rock
11'
11'
TOP VIEW
3'-6"
7'-0"
6045.5000Not to scale
VAULT & EXCAVATION DETAIL (V01)
PSE ENTRY
CUSTOMER ENTRY
Fabian Gomez 8/12/2020
Envelope lD: 648056A5-4227 -48E8-9F 45-54C09D655D52
YUuE I
SOUND
ENERGY
PSE ELECTRICAL FACILITIES
EXCAVATION REQUIREMENTS AND FINAL GRADE CERTIFIGATION
PURPOSE
This document is an agreement between Puget Sound Energy (PSE) and the Owner/Developer (Developer) who is
providing excavation for the installation of PSE's facilities. This document does not provide an easement for operating
rìghts. lf PSE determines that a recordable easement on the Developer's property or other property is necessary, it shall be
the Developer's responsibility to obtain such easements in a form acceptable to PSE prior to construction.
EXCAVATION REQUIREMENTS
The requirements and conditions outlined below apply when you provide the excavation for PSE's electrical facilities as a
condition of receiving electrical service for your project. lf you need additional information, please call the PSE contact
person listed below.
1. Developer is responsible for acquiring utility locates by calling One-Call, 1-800-424-5555 at least 48 hours (two full
working week days) prior to digging. The excavation must meet the requirements of the Washington Administrative
Code and Safety Standards.
2. Developer shall call the PSE contact person noted below for trench and route approval prior to starting excavation.
3. The electrical primary trench shall be excavated to provide a minimum of 36 inches of facility coverage, to a maximum
trench depth of 48 inches. The electric service trench shall be excavated to provide a minimum of 24 inches of facility
coverage, to a maximum trench depth of 36 inches. A 12 inch horizontal separation is required between PSE electrical
facilities and other utilities within a joint trench.
4. All back fill must be free of sharp objects and construction debris. Developer shall provide and install sand bedding and
shading for electrical facility protection as directed by PSE's contact person. Developer is responsible for any damages
caused by improper backfill or compaction.
5. Developer agrees to maintain a minimum of 2 feet of horizontal clearance between PSE conduit, pipe or conductors and
any foundation on Developer's property.
6. The vault excavation shall be dug to the dimensions noted on the attached work sketch. Vault holes shall have a solid
level bottom with a 6 inch deep layer of crushed rock bedding.
7. Developer shall provide the excavation for PSE electrical facilities within the designed location. Developer shall identify
and provide final grade, property lines, and utility easements prior to installation of PSE's electrical facilities.
8. Developer will be financially liable for the relocation of PSE's facilities which are inadequately covered, located outside
the area where PSE has adequate operating rights, improperly graded inhibiting standard access and/or any damages
resulting from dig-ins due to changes or variations in grade that are made after the installation of PSE's facilities.
FINAL GRADE CERTIFICATION
By my signing below, I certify that the electrical facilities work area shall be at final grade prior to excavation. I assume full
responsibility for my excavation work and the resulting location of these facilities. I also agree to indemnify, defend, and hold
harmless Puget Sound Energy from all liabílity arising out of, or in connection with my work, including but not limited to all
claims, losses, damages, and expenses, including reasonable attorney's fees, which result from my failure to excavate
within easement areas or rights-of-way, or from digging without adequate rights on adjoining properties.
Service Address: 63.16 S 240TH ST KENT 98032 Work Order Number: losOg¿ZZg
Signature Name: Seene++ineefn-Title:Date
2806 08/15
09/04/2020 Mayor 09/04/2020