HomeMy WebLinkAboutMFP24001950.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001950
IVR Number: 24001950
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:04/15/2024Application Date:0087000265Parcel Number: 17018 106TH AVE SE
Permit Type:05/08/2024Issue Date:Franchise
Permit Work Class:05/08/2025Expiration Date:Minor Utility
Job Number: 105103695Franchise Type:Electric
Description: Puget Sound Energy Electric NO EXCAVATION EXPECTED. NEED TRUCK AND EQUIPMENT STAGED ALONG
106TH AVE SE AT V02 FOR CABLE PULLING.
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
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
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 425.235.7736) (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
105103695
17018 106th Ave SE
Randy Blackie 425.457.2614
MFP24001950
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 5/8/2024
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
17018 106th Ave SE
Renton
WA 98055
USA
1010
1010
ROAD UNDER CONSTRUCTIONS
SE 170TH PL106TH AVE SE106TH AVE SEW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP
STOP
SE 172ND ST
BENSON RD S
V02
0'60'30'
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40 Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Jaber Tofan
206-406-8460
Jaber.tofan@pse.com
1 OF 117018 106th Ave SE Renton WA 98055
0
514174540
04/05/2024
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,
if indicated use ADA compliant channelization.
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jaber Tofan
Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316
MFP24001950
N
Vicinity Map
47.4500, -122.1994
Owner / Developer Contact Info
officeATTN:
SAPPHIRE HOMES,
INC 16805 SE 43RD CT
BELLEVUE, WA 98006
ANDREW RUTTAN 206.390.8245
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
514174540 105103695
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
514281770 107063040
N/A 106393907
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Street Lights
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
105103695 107063040
INTOLIGHT Contact Information:
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
R. BLACKIE 425.457.2614 .
E. ORTIZ .02.29.24
E. ORTIZ .02.29.24
E. ORTIZ .02.29.24
REDT # ( RW-133988 )RENTON
SKATTUM
1Ø PRIMARY U/G LINE EXTENSION - 11 S/F LOTS
17018 106TH AVE SE, RENTON, WA 98055
PUGET SOUND ENERGY
N/A 132-60
107063040 105103695
N/A 1 OF 3
KING 132A CIKNC QCSOKE
29SW-T23N-R05E 212.080 213.082
2305E115 2305E136 2305E115 ROL-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
x
xx x
...
...
...
ANDREWRUTT@GMAIL.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
@ H1A & H2A
SHALL BE STAGGERED
CONNECTOR BARS
IN THE FRONT
NEUTRALS SHALL BE 18"
16"
13"
12"10"
2"
10"
Pedestal will accept up to six 3" conduits
SEALED WITH FOAM
CONDUIT SHALL BE
120 PVC CONDUIT ELBOWS
TYPICAL 24" RADIUS DB
SIDE VIEW WITH CONDUIT
10"
18"
16"
13"
10"
2"
36"
FRONT VIEW WITH CONDUIT
SECONDARY PEDESTAL DETAIL
NOT TO SCALE
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
SITE
Lock Cover
Captive L-Bolt
service
Customer's
conductors
Set handhole flush
to final grade
Side View
17"
Approx
30"
Approx
2"
18"
Captive L-Bolt
Lock Cover, 10 lbs
40-1/2"27-1/4"
Conductors enter from
beneath and shall be
folded back with handhole
SINGLE PHASE SECONDARY HANDHOLE @ H2B
NOT TO SCALE
VAULT DETAIL @ V01
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
FRONT04.05.24
MFP24001950
20+0022+0021+0023+0011+00
10+00
12+00
24+0013+00FEEDROL
15
PUBLIC106TH AVE SELOT 1
LOT 2
LOT 3 LOT 4 LOT 6LOT 5
LOT 11
TRACT A
LOT 10
LOT 9 LOT 7LOT 8
SE 170TH PL#2ACSRB#2ACSRB17029
17023
17024
17006
17013
17019
EXISTING
VD 0.5 FL 1.9
PROPOSED
VD 2.6 FL 2.9
EX 1-2"
EX 1-3"47'60'
FUT 1-2"
SL
DEVELOPER RESPONSIBLE
FOR CONDUIT/WIRE FROM
POC TO METER LOCATION
LOT 1
LOT 2
LOT 3 LOT 4
LOT 6LOT 5
LOT 11 LOT 10 LOT 9 LOT 7LOT 8
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
R. BLACKIE 425.457.2614 .
E. ORTIZ . 02.29.24
E. ORTIZ . 02.29.24
E. ORTIZ . 02.29.24
REDT # ( RW-133988 )RENTON
SKATTUM
1Ø PRIMARY U/G LINE EXTENSION - 11 S/F LOTS
17018 106TH AVE SE, RENTON, WA 98055
PUGET SOUND ENERGY
N/A 132-60
107063040 105103695
1" = 50' 2 OF 3
KING 132A CIKNC QCSOKE
29SW-T23N-R05E 212.080 213.082
2305E115 2305E136 2305E115 ROL-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
SITE PLAN
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
ROL-15
11.06.23
359 353 334
N/A 12 N/A
359 365 334
...
...
...
SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 175
17 3,600
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)
SEE WO #101165913 FOR FRONTAGE
CONVERSION WORK
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 QTY
X01 LOT 11 LOT 1 2 40 1 E 3 SCH80 2 60 ( )'ECL GAS SVC, SECONDARY
X02 LOT 9 LOT 4 2 40 1 E 3 SCH80 1 60 ( )'ECL GAS SVC, SECONDARY
X03 LOT 7 LOT 6 2 40 1 W 3 SCH80 1 60 ( )'ECL GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 180 FT 3" DB120 GREY PVC = 240 FT 3" PVC PLUG /CAPS = 8
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.
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, V02 50kVA 0.5 2.34 26,700 AMPS 1.80 17,400 AMPS
H2B - - ---10,300 AMPS
Oil-Filled Equipment Clearances per PSE Std 0700.1500
If the oil-filled equipment is adjacent to… Clearance
Requirement
Combustible walls or roof (including stucco).10 FT
Noncombustible walls, soffits, and roofs (including brick, concrete,
steel and stone) providing the side of the transformer facing the wall
does not have doors. Materials that pass UBC Std. 2-1 or ASTM
E136-79 are considered to be noncombustible.
3 FT
Fire sprinkler valves, standpipes, and fire hydrants.6 FT
Doors, windows, vents, fire escapes, or other building openings.10 FT
The water's edge of a swimming pool or any body of water.15 FT
Individual domestic and irrigation wells. Clearance not required on
pole mounted transformers (pole placement still applies as stated in
6450.3000), TUT's installed in sealed vaults, 7200V single-phase
padmount transformers 50kva or less, and ones with reduced
flammability oil.
100 FT
Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT
Gas service meter relief vent.3 FT
Generators, customer-owned transformers, etc.6 FT
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A HANDHOLE 3 - SEPS3 6050.1000
H2B HANDHOLE 5 - 1730 HH16350 6050.2000
NOT TO SCALE
NEW CONDUIT DIAGRAM
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 350 150 3 90 2 - - -2.8 2.7
V01 LOT 4 4/O 110 50 3 50 2 - - -2.9 3.4 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
V01 LOT 7 4/O 55 50 3 55 1 - - -2.9 3.3
V01 LOT 8 1/O 10 50 3 10 1 - - - 2.7 2.9
V01 LOT 9 4/O 55 50 3 55 1 - - -2.9 3.3
H1A LOT 5 1/O 50 3 0 - - - -3.5 3.8
H1A LOT 6 1/O 50 3 0 - - - -3.5 3.8
V02 H2A 350 3 0 - - - -3.0 3.0
V02 H2B 350 90 3 80 2 - - -3.1 2.2
H2A LOT 2 4/O 50 3 0 - - - -3.3 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H2B LOT 1 4/O 75 50 3 15 2 - - -4.0 3.7 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H2B LOT 3 4/O 80 50 3 20 3 - - -4.0 3.7 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H2B LOT 10 1/O 50 3 0 1 - - -3.8 3.3
H2B LOT 11 1/O 50 3 0 1 - - -3.8 3.3
1/O UG Triplex (ft) =10 3" PVC & BENDS (ft)=375 16 0 0 0 1.9
4/O UG Triplex (ft) =375
350 UG Triplex (ft) =240 TOTAL QTS OF GLUE 1.9
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Units:
BUILDING # STREET LIGHTS
N/A
N/A
UNK
N/A
1KW
65A (max)
2.0 @ V01
2.6 @ V01
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
-1 V01 UNK UNK STREET LIGHTS
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
CONDUIT LEGEND
CUST. OWNED
SECONDARY 3"
PRIMARY 2"
DEDICATED FACILITIES (105103695) FOR DEDICATED STUB LOCATIONS
SITE SPAN ADDITIONAL REMARKS LABOR UNITS
# FROM TO FOOTAGE
- V01 LOT 4 40 DED. CONDUIT & WIRE 2-36, 2-54A
- V01 LOT 9 45 DED. CONDUIT & WIRE 2-36, 2-54A
-H2B LOT 3 5 DED. CONDUIT & WIRE 2-36, 2-54A
TOTAL FT=90
04.05.24
MFP24001950
FEEDROL
15
#2ACSRB#2ACSRBNEW 1/O AL
EJM425-BØ
BØEJR622
BØEJR622
BØEJR623
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
R. BLACKIE 425.457.2614 .
E. ORTIZ .02.29.24
E. ORTIZ .02.29.24
E. ORTIZ .02.29.24
REDT # ( RW-133988 )RENTON
SKATTUM
1Ø PRIMARY U/G LINE EXTENSION - 11 S/F LOTS
17018 106TH AVE SE, RENTON, WA 98055
PUGET SOUND ENERGY
N/A 132-60
107063040 105103695
AS SHOWN 3 OF 3
KING 132A CIKNC QCSOKE
29SW-T23N-R05E 212.080 213.082
2305E115 2305E136 2305E115 ROL-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
...
...
...
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)
EX UNDERGROUND CIRCUIT MAP 2305E115
SCALE 1" = 100'
SITE
EX OVERHEAD CIRCUIT MAP 2305E136
SCALE: 6" = 1 MILE
SITE
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
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
E02 V01 2 1 170 ----CONDUIT ONLY -----
V02 V01 CABLE ONLY 77 64 1/0 AL JKT 190 -EJM425 --0.8
V01 E01 2 1 110 ----CONDUIT ONLY ---FUT -
2" PVC (FT) & BENDS =280 0 0 0 0 1/0 AL JKT TOTAL (FT) =190 TTL (Gal.)0.8
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 316717
166250
42"x48"x38"
Unistrut HH
Matid: 7663001
50KVA MP TRF
120/240
Matid: 6247100
1 1
MINU1SR 6045.1010 BØ
Existing
V02
316717
166232
4'x6'x3'6"
Combo Vault
Matid: Existing
Cover: Existing
50KVA MP TRF
120/240
Matid: Existing
1 -
ELB10J 6041.1000 BØ
MFP24001950