HomeMy WebLinkAboutMFP20005796.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20005796
IVR Number: 20005796
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:12/15/2020Application Date:2143701730Parcel Number: 701 SW SUNSET BLVD
Permit Type:03/12/2021Issue Date:Franchise
Permit Work Class:03/14/2022Expiration Date:Minor Utility
Job Number: 105096305Franchise Type:Electric
Description: Puget Sound Energy Electric Truck setup at P01. Crew to trench 45'E from P01 across Sunset Blvd NE and 130'S to
property line.
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
Carli Bunkelman
PSE/POTELCO - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 437-6708Contact
MATTHAI E H 701 SW SUNSET BLVD
RENTON , WA 98057
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
Scott Warlick CED 3/12/2021
MFP20005796
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
STOP
SPEEDLIMIT30
SPEEDLIMIT30
NE 7th St
NE 7th St Aberdeen Ave NE NE 6th PlSunset Blvd
NE
Sunset Blvd NE Sunset Blvd NE Sunset Blvd NE Aberdeen Ave NE Aberdeen Ave NE NE
9
t
h
S
tSTOP
W20-7A
UTILITYWORKAHEAD
W21-7
ONE LANEROADAHEAD
CW20-4
ONE LANEROADAHEAD
CW20-4
UTILITYWORKAHEAD
W21-7
UTILITYWORKAHEAD
W21-7
UTILITYWORKAHEAD
W21-7
ONE LANEROADAHEAD
CW20-4W20-7A
W20-7A
ONE LANEROADAHEAD
CW20-4
UTILITYWORKAHEAD W21-7
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
SIDEWALKCLOSED
R9-9
P01
NEED TRUCK SET UP FOR P01
INSTALLER RISER ON P01 TO FEED NEW PLAT
TRENCHING ROUGHLY 45'WEST TO 'A'
THEN ANOTHER APROX 112' SOUTH
AND APROX 32' SOUTH WEST INTO CUSTOMERS PROPERTY
Trenching
Switch Controls to close the SB Lane
and close driveway for apartments while
trenching in front of driveway.
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Robert Pratt
Off: 503-723-7287 Ext 1013
Cell # 503-539-0548
WATCP@KNDSERVICES.NET
WSTCS#010077
ORTCS#05152
PSE
Mitch Peterson
(425)-398-6071
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
NOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
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
Legend
Bucket truck
Cone
ONE LANEROADAHEAD CW20-4 one lane road ahead
Flagger
Pole
SIDEWALK CLOSEDAHEAD
CROSS HERE R9-11(R) Sidewalk Closed Ahead, Cross Here R9-11(R)
SIDEWALKCLOSED R9-9 R9-9
Spotter
W20-7A Flagger Ahead
UTILITYWORKAHEAD W21-7 utility work ahead
Work Area
Work Truck
INVENTORY:
5-UTILTIY WORK AHEAD
4-ONE LANE ROAD AHEAD
3-FLAGGER AHEAD
1-SIDEWALK CLOSED
1-SIDEWALK CLOSED AHEAD
CROSS HERE (R)
30-CONES
2-FLAGGERS
1-SPOTTER
701-707 Sunset Blvd NE
Renton WA
10509066401/21/19 105096305
MFP20005796
SUNSET BLVD. NENE 7TH
S
T
15
BLDG 1
BLDG 2
BLDG 3
BLDG 4
39.5
30 30
X4083336.4 MCMACSR'A''B'(1) 350KCMIL
SW#T81638
FUSE @ 65T
FEEDHIG
16
(1) 250KCMIL
(2) 350KCMIL
(2) 350KCMIL
TO BE REMOVED
SITE PLAN
POWER GENERAL NOTES - MULTIFAMILY PROJECT
Owner / Developer Contact Info
officeATTN:
Pacific Crest Realty Advisors, LLC
10900 NE 4th St, Suite 2300
Bellevue, WA 98004
Charlee Conway 425.830.6962
CUSTOMER-SUPPLIED TRENCH FOR PRIMARY CABLE
SCALE: NONE
11.
7.
6.
5.
4.
3.
2.
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.
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.
Inclement weather conditions may cause delays in construction times and dates.
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.
8.
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.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
HIG-16
6.8.20
178 194 240
12 --
190 194 240
GAS
PHONE
CABLE TV
N/A 105096442
N/A 108125829
N/A N/A
N/A N/A
N/A N/A
N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Commercial HH
Removal
Relocation
Temporary
Job Order
Distribution
HP Svc/MSA
9.
10.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
N
Vicinity Map
47.4960, -122.1923
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
SCALE: 1" = 50'105096305THIS 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
Service Stubs
105096305
N/A
N/A
510410423
N/A
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
SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 275
17 2410
80 AMPS
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED TRANSFORMER
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF3'
3'
REDUCED FLAMMABILITY
3'
TYPICAL NOTCH-OUT FOR TRANSFORMER,
NOT TO SCALE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power 48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
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
CROSSING CONDUIT TABLE
X-ING
#
LOCATION POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY
X01 P01 'A'2 SCH80 1 45 ( )'NCL PRIMARY
X02 'A''B'2 SCH80 1 115 ( )'WCL PRIMARY
X03 BLDG 1 BLDG 2 2 SCH80 1 30 ( )'WCL PRIMARY
2" SCH80 GREY PVC = 190 FT 2" PVC PLUG /CAPS = 4
R.BLACKIE 425.457.2614 11.20.20
K.COSTLEY 425.272.7075 12.1.20
N/A N/A N/A
K.COSTLEY 425.272.7075 12.1.20
REDT # ( RW-112210 )RENTON
SUNSETS EDGE TOWNHOMES
1Ø PRIMARY U/G LINE EXTENSION- 15 M/F UNITS
701 SUNSET BLVD NE RENTON, WA 98056
N/A N/A
N/A 105096305
1' = 50'1 OF 2
KING N/A N/A QCSOKE
08NE-T25N-R05E 2305E040 N/A
2305E029 2305E040 2305E029 HIG-16
COMCAST
JIM COHN
.
LUMEN TECHNOLOGIES
ALEX HARB
253.831.0395
RIGHT OF WAY
AMBER YANG
425.456.2774
---
---
x
x
x
FAULT CURRENT TABLE
1Ø PM TRANSFORMERS (240/120V)
120V WINDINGS 240V WINDINGS
LOCATION SIZE R/X MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V01 75kVA 0.5 2.30 36,200 AMPS 1.80 23,100 AMPS
H1A ---8,548 AMPS -11,632 AMPS
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING #1 6,180 SQ FT
3
2,060
100A EACH
ELEC
27KW
80
1.7 @ V01
0.6 @ V01
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING #2 10,400 SQ FT
5
2,080
100A EACH
ELEC
36KW
80
1.7 @ V01
0.6 @ V01
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING #3 4,820 SQ FT
2
2,410
100A EACH
ELEC
21KW
80
1.7 @ V01
0.6 @ V01
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING #4 11,960 SQ FT
5
2,392
100A EACH
ELEC
36KW
80
1.7 @ V01
0.6 @ V01
Developer Note:
The following Fault Current information MUST BE conveyed
to the builder of the units:
All units may require upgraded house electrical equipment as the
fault current at the meter base may exceed 10,000 amps.
CLEAR WORKING SPACE FOR VAULTS
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3' MIN
3'
MIN
SITE
SITE SPECIFIC NOTES
At P01 (318416-166456) 1966 CLASS 3- 40'
-INSTALL (1) 2" PRIMARY RISER ON EXISTING S/O BRACKETS (RIS2CSS) 6042.1000
-STIRRUP (2254100)
-ALUM "H" CONN (2168000)
-FUSE @ 65T (3412600), TAP 'A' PHASE
-INSTALL SW# T81638
-INSTALL 1Ø TERM ON FG ARM W/ LB C/O & SURGE ARRESTER (TSU1C1) 6043.1000
---
CONSTRUCTION NOTES
COSTOMER ELECTRICIAN TO COORDINATE
NEW LIGHT CABINET
CONNECTION OF SERVICE WITH PSE FROM
At P02 (318396-166451) 1988 CLASS 3- 50'
At P03 (318395-166446) 1972 CLASS 3- 35' CITY OWNED POLE
-CITY OF RENTON ELECTRICIAN TO COORDINATE THE SERVICE LINE INSTALLATION TO NEW CABINET
LRC:
% V. Drop:
% Flicker:
Panel Size:
Est. Demand:
TRAFFIC SIGNAL
UNK
2KW
80
1.7 @ H1A
0.9 @ H1A
-DISCONNECT OH SECONDARY TO P03
SPAN NOTES
P02 TO P03
-REMOVE ± 80' OF 1/0 OH TPX WIRE
(_______)' 1/0 OH TPX WIRE
CCONWAY@PACCRESTREALTY.COM
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
1 3 V01 1 350KCMIL -
2 5 V01 2 350KCMIL -
3 2 V01 1 250KCMIL -
4 5 V01 2 350KCMIL -
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
At SP1
-LOCATE AND REROUTE EXISTING WIRE FROM LIGHT CABINET TO H1A
-COORDINATE WITH CITY OF RENTON, CONTRACTOR & PSE FOR REMOVAL OF FOREIGN POLE
x
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)
P03 318395
166446 35'UNK 1972 FOREIGN OWNED
RESTORATION PER CITY OF RENTON STANDARDS
MFP20005796
'A'336.4 MCMACSRSW#T81638
FUSE @ 65T
FEEDHIG
16
DEVELOPER RESPONSIBLE
FOR CONDUIT/WIRE FROM
VAULT/HH TO METER
LOCATION(S)
(1) 350KCMIL(1) 250KCMIL
(2) 350KCMIL
(2) 350KCMIL
EX OVERHEAD CIRCUIT MAP 2305E040
SCALE: 6" = 1 MILE
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
EX UNDERGROUND CIRCUIT MAP 2305E029
SCALE: 1" = 100'
SITE
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
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
P01 V01 2 1 90 1 2 --129 183 1Ø AL JKT 320 EHJ699 ---
2" SCH80 PVC (FT) & BENDS =90 1 2 0 0 1/0 AL JKT TOTAL (FT) =320
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 318391
130456
54"x54"x38"
Unistrut HH
Matid: 7663002
75kVA RF MP
120/240
Matid: 9995530
1 1
MINU1LR 6045.1010 AØ
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
REDT # (RW-112210)RENTON
SUNSETS EDGE TOWNHOMES
1Ø PRIMARY U/G LINE EXTENSION- 15 M/F UNITS
701 SUNSET BLVD NE, RENTON, WA 98056
N/A N/A
N/A
AS SHOWN 2 OF 2
KING N/A N/A QCSOKE
2305E040 N/A
2305E029 2305E040 2305E029 HIG-16
---
---
---
SITE
NEW CONDUIT DIAGRAM
NOT TO SCALE
NEW 1/O AL
EHJ699-AØ
BØABY113
PRIMARY 2"
CONDUIT LEGEND
CUSTOMER OWNED
SECONDARY 2"
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A HANDHOLE 2 - 1324 HH13350 6050.2000 CHARGE TO 105096442
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter
(ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit
V01 H1A 4/0 40 -2 40 2 1.7 0.9 CHARGE TO 105096442
4/0 UG Triplex (ft) =40 2" SCH80 PVC & BENDS (ft)=40 2 0 0 0 0.1
TOTAL QTS OF GLUE 0.1
SIDE VIEW
15"
23-1/4"32-3/4"
2"
Captive L-Bolt
Lock Cover, 10 lbs
24"
Approx
Approx
13"
Customer's
service
conductors
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 @H1A
R.BLACKIE 425.457.2614 11.20.20
K.COSTLEY 425.272.7075 12.1.20
N/A N/A N/A
K.COSTLEY 425.272.7075 12.1.20
105096305
COMCAST
JIM COHN
.
LUMEN TECHNOLOGIES
ALEX HARB
253.831.0395
RIGHT OF WAY
AMBER YANG
425.456.2774
08NE-T25N-R05E
VAULT DETAIL @ V01
NOT TO SCALE STD 6775.0030
EXCAVATION: _____ CUBIC YARDS
3'-6"
SIDE VIEW
2"
6"
CRUSHED
ROCK
TOP VIEW
7'
7'
6 1/3
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit Field Face
Quadrant
Climbing
SpaceRoad Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
NOT TO SCALE
CONSTRUCTION NOTES
CUSTOMER ELECTRICIAN TO COORDINATE
NEW LIGHT CABINET
CONNECTION OF SERVICE WITH PSE FROM
MFP20005796