HomeMy WebLinkAboutMFP22002423DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP22002423
IVR Number: 22002423
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:05/08/2022Application Date:1423059013Parcel Number: 14204 156TH AVE SE
Permit Type:05/26/2022Issue Date:Franchise
Permit Work Class:05/26/2023Expiration Date:Minor Utility
Job Number: 105099435Franchise Type:Electric
Description: Puget Sound Energy Electric
CREW TO PARK IN ROW AT V01 (317645 167934) FOR WIRE PULL.
NO HS CUTS
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
MAINVUE WA LLC 121 3RD AVE NE #202
BELLEVUE , WA 98033
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 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
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
105099435
14204 156TH AVE SE
LEE.BROWN@PSE.COM 425-417-8620
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
V01WAPATO PL SE SE 77TH PL2626W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-114141414STOP
FLAGGERSTOP
FLAGGER
RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSURETHE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREAPLACE SIGNS ALONG WORK AREAFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK TEMPORARY TRAFFIC CONTROL PLANWORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.NProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV04/19/2022 105099435014204 156th Ave SE, Renton, WAKali-Jamal Collins425-424-6425Kali-Jamal.Collins@pse.com1 OF 1Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425
N
Vicinity Map
47.4755, -122.1323
Owner / Developer Contact Info
officeATTN:
MAINVUE WA, LLC
1110 112TH AVE NE, STE 202
BELLEVUE, WA 98004
LUKE THORNTON 425.251.6222
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
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
512353517 105099435
N/A 105xx
N/A N/A
N/A N/A
N/A N/A
N/A N/A
512353519 107061442
N/A 106383577
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Commercial L/E
Relocation
Removal
Temporary
Job Order
Distribution
Service Stubs
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
105099435107061442DESIGNED BY
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
L. BROWN 425.417.8620 .
T. MILLONES 253.234.6458 04.05.22
T. MILLONES 253.234.6458 04.05.22
A. VASQUEZ .03.21.22
REDT # ( RW-125027 )RENTON
SUMPTER SHORT PLAT
1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS
14204 156TH AVENUE SE, RENTON, WA 98059
PUGET SOUND ENERGY
N/A IP 088-60
107061442 105099435
N/A 1 OF 3
KING 088A CIKNC QCSOKE
14SE-T23N-R05E 208.086 209.089
2305E056 2306E076 2305E056 MAP-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
PEYTON TAMAYO
425.462.3055
.
.
.
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:LEE BROWN
425.417.8620
Lee.Brown@pse.com
x
x xx
...
...
...
LTHORNTON@NOVASTARDEV.COM
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)
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
4'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
4'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
JOINT TRENCH DETAIL
NOT TO SCALE
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)
ROAD SIDE
NATIVE
SECONDARY POWER
PEDESTAL
MATERIAL
P/L
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
1'
36"
Cover
42"
Gas
12"
18"
Lower 2"
10"
Pedestal
PSE 10' FRONTAGE
EASEMENT
1'
Cover
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
VAULT
6" of crushed rock
(base for vault)
P/L
Power
Secondary
Power
Primary
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
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
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
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
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
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
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
3' MIN
SITE
Excavation - 11-1/4 cubic yards
SIDE VIEW
Rock
Crushed
6"
4'-4"
2"
4'-0"6'-0"
6"6'-7"
3'-6"
4'-0"
7'
10'
TOP VIEW
VAULT DETAIL @ V02
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
FRONTVAULT DETAIL @ V03
NOT TO SCALE
CLEAR WORKING SPACE FOR VAULTS
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
J-BOX CABLE ENTRY DETAIL
NOT TO SCALE 12kV CABLE ROUTING
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
SE 7TH PL
WAPATO
PL
SE
SE 142N
D
P
L
156TH AVE SESE 143RD ST
TRACT BABCNCBA
ABC336.4TW336.4TW6513 6519
FUT: 1-2"
MAP
13
FEEDEX: 1-2"
DEVELOPER RESPONSIBLE
FOR CONDUIT/WIRE FROM HH
TO METER LOCATION
POSSIBLE UTILITY CONFLICT
WITH PSE JOINT-TRENCH
ST LTCAB
EXIST.ST LTCAB.
53'
26.5'26.5'
53'34'20'14'59'
1" = 50'
DESIGNED BY
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
L. BROWN 425.417.8620 .
T. MILLONES 253.234.6458 04.05.22
T. MILLONES 253.234.6458 04.05.22
A. VASQUEZ .03.21.22
REDT # ( RW-125027 )RENTON
SUMPTER SHORT PLAT
1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS
14204 156TH AVENUE SE, RENTON, WA 98059
PUGET SOUND ENERGY
N/A IP 088-60
107061442 105099435
1" = 50'2 OF 3
KING 088A CIKNC QCSOKE
14SE-T23N-R05E 208.086 209.089
2305E056 2306E076 2305E056 MAP-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
PEYTON TAMAYO
425.462.3055
.
.
.
SITE PLAN
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
MAP-13
6.11.21
183 206 213
9 N/A N/A
192 206 213
...
...
...
SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 930
17 4000
140 AMPS
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING #STREET LIGHT
N/A
N/A
TBD
N/A
1KW
N/A
1.3 @ H2A
2.3 @ H2A
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 @ H2A, H3A & H3B
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
-1 H2A TBD TBD STREET LIGHT
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
DEVELOPER TO COORDINATE WITH PSE
PROJECT MANGER & SERVICE PROVIDER
PRIOR TO EXCAVATING WITHIN 3' OF LOCATE
MARKS OF PSE ENERGIZED FACILITIES
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)
TYPE
SCHED QTY
X01 LOT 7 LOT 6 4 40 1 S 2 80 1 65 ( )'SCL GAS MAIN, PRIMARY
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 65 FT 2" SCHED 80 GREY PVC = 65 FT 2" PVC PLUG /CAPS = 2
MAP
13
FEEDNEW 1/O AL
EJF671-AØ
AØEHC987
AØEHC986
NEW 1/O AL
EJF673-AØ
NEW 1/O AL
EJF672-AØ
FUT: 1-2"
DEVELOPER RESPONSIBLE
FOR CONDUIT/WIRE FROM HH
TO METER LOCATION
ST LT
CAB
DESIGNED BY
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
L. BROWN 425.417.8620 .
T. MILLONES 253.234.6458 04.05.22
T. MILLONES 253.234.6458 04.05.22
A. VASQUEZ .03.21.22
REDT # ( RW-125027 )RENTON
SUMPTER SHORT PLAT
1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS
14204 156TH AVENUE SE, RENTON, WA 98059
PUGET SOUND ENERGY
N/A IP 088-60
107061442 105099435
AS SHOWN 3 OF 3
KING 088A CIKNC QCSOKE
14SE-T23N-R05E 208.086 209.089
2305E056 2306E076 2305E056 MAP-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
PEYTON TAMAYO
425.462.3055
.
.
.
...
...
...
EX OVERHEAD CIRCUIT MAP 2306E076
SCALE: 6" = 1 MILE
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
EX UNDERGROUND CIRCUIT MAP 2305E056
NOT TO SCALE
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 LUBRICANT (Gal.)
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL
E01 V02 2 1 100 ----CONDUIT ONLY -----
V01 V02 CABLE ONLY 170 217 1/0 AL JKT 600 EJF671 ---2.4
V02 JMPR CABLE ONLY --1/0 AL JKT 15 EJF672 ---0.1
V02 V03 2 1 275 2 1 --200 194 1/0 AL JKT 350 EJF673 ---1.4
V02 E02 2 1 80 ----CONDUIT ONLY FUT -
2" PVC (FT) & BENDS =455 2 1 0 0 1/0 AL JKT TOTAL (FT) =965 TTL(Gal.) = 3.9
SITE
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
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
Existing
V01
317645
167934
54"x54"x38"
Unistrut HH
Matid: Existing
75KVA MP TRF
120/240
Matid: Existing
1 -
ELB10J 6041.1000 EX AØ
V02 317615
167971
4'x6'x3'6"
Combo Vault
Matid: 7664000
Cover: 7665800
37.5KVA MP TRF
120/240
Matid: 6247050
4 2 CMBO15LS 6045.1050 AØ
ELB10J 6041.1000
CAP (7630600)
V03 317620
167941
42"x48"x38"
Unistrut HH
Matid: 7663001
50KVA MP TRF
120/240
Matid: 6247100
1 1
MINU1SR 6045.1010 AØ
SITE
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
V02 H2A 1/O 85 3 85 1 1.3 2.3 CHARGE TO WO # 105xx
V02 LOT 7 4/O 20 65 2 20 2.0 3.2 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
V02 LOT 8 4/O 10 65 2 10 2.4 3.8
V03 H3A 350 150 3 150 2 2.8 2.7
V03 H3B 350 150 3 150 2 2.8 2.7
V03 LOT 3 1/O 10 65 2 10 1 2.9 3.2
V03 LOT 4 1/O 10 65 2 10 1 2.9 3.2
H3A LOT 5 4/O 65 2 3.3 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H3A LOT 6 4/O 65 2 3.3 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H3B LOT 1 4/O 65 2 3.3 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H3B LOT 2 4/O 65 2 3.3 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
1/O UG Triplex (ft) =105 2" PVC & BENDS (ft)=50 2 0 0 0 0.1
4/O UG Triplex (ft) =30 3" PVC & BENDS (ft)=385 5 0 0 0 0.8
350 UG Triplex (ft) =300 TOTAL QTS OF GLUE 0.9
SECONDARY 2"
CUST. OWNED
SECONDARY 3"
PRIMARY 2"
CONDUIT LEGEND
NOT TO SCALE
NEW CONDUIT DIAGRAM
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H2A HANDHOLE 2 - 1324 HH13350 6050.2000 CHARGE TO WO # 105xx
H3A HANDHOLE 3 - 1324 HH13350 6050.2000
H3B HANDHOLE 3 - 1324 HH13350 6050.2000