HomeMy WebLinkAboutMFP20005767.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20005767
IVR Number: 20005767
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:12/14/2020Application Date:6198400360Parcel Number: 11806 SE 192ND ST
Permit Type:01/05/2021Issue Date:Franchise
Permit Work Class:01/05/2022Expiration Date:Minor Utility
Job Number: 105096246Franchise Type:Electric
Description: Puget Sound Energy Electric AT P01 (315984 166638) CUSTOMER TO DIG 4'X4' WORKPIT AND BASE AND
TRENCH APPROX 100' N IN ROW. CREW TO INSTALL CONDUIT AND 3" RISER.
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) 437-6708Contractor
Business License Number: 5109Construction Contractor: POTELI*227PL
BALE ROBERT G+KATIE A 11806 SE 192ND ST
RENTON , WA 98058
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
MFP20005767
Scott Warlick CED 1/5/2021
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
11111313111112121010SE 192ND ST120TH AVE SE
117TH PL SE
P01W20-7AROADWORK
AHEAD W20-1W20-4ONE LANEROADAHEAD200'200'200'W20-1ROADWORKAHEADW20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD200'200'W20-1ROADWORKAHEADSTOP
FLAGGER
STO
P
FLAGGER
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREFLAGGERS SHALL STOP TRAFFICIN ALL DIRECTIONS (SHORT DURATION:APPROX 10 MINUTES) FOR LINE DROP.Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB10509624611806 SE 192nd St, Renton, WA 9805811/16/20KALI-JAMAL.COLLINS@PSE.COM425-424-6425SHEET 1 of 2Notes: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.NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604028" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP20005767
11111313111112121010SE 192ND ST120TH AVE SE
117TH PL SE
HH1W20-7AROADWORK
AHEAD W20-1W20-4ONE LANEROADAHEAD200'200'200'W20-1ROADWORKAHEADW20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD200'200'W20-1ROADWORKAHEADSTOP
FLAGGERSTOP
FLAGGER
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARKRESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREFLAGGERS SHALL STOP TRAFFICIN ALL DIRECTIONS (SHORT DURATION:APPROX 10 MINUTES) FOR LINE DROP.Notes: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.NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604028" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYHANDHOLEPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB10509624611806 SE 192nd St, Renton, WA 9805811/16/20KALI-JAMAL.COLLINS@PSE.COM425-424-6425SHEET 2 of 2MFP20005767
11817118111180511743
11806
19140
19146
19152
11835118411182911823 11847
11840
SE 192ND ST
315984-166638 3/7
37.5 kVA 120/240V (B)
316000-166648315999-166612
DWY
CUST. OWNED, INSTALLED,
& MAINTAINED (2) RUN 3/0 CU
EQUIP. SHELTER
315985-166615
315985-166596
SLAR3174
PAN
16
336.4MCMACSR
ACBCUSTOMER PROVIDED
4'x4' WORK PIT
-CUSTOMER TO INSTALL 1-3"
SCHEDULE 40 CONDUIT, + 65'
-PSE TO INSTALL 1 RUN OF #350 UG
TPX, +100'
CUSTOMER TO PROVIDE
4'-5" X 5'-6" WORK PIT.
SE 192ND ST
315984-166638 3/7
37.5 kVA 120/240V (B)
DWY
CUST. OWNED, INSTALLED,
& MAINTAINED (2) RUN 3/0 CU
EQUIP. SHELTER
ROW
60'
10'
EOP
30'
SITE PLAN
N
Vicinity Map
47.430, -122.182
Owner / Developer Contact Info
officeATTN:
VERIZON WIRELESS
PO BOX 2375
SPOKANE, WA 99210
DIANE JOZWIAK 503-312-8609
OVERHEAD CIRCUIT MAP
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.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PAN-16
06/2020
144 122 166
-1.7 166
144 123.77 166
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 FEET ADDED: 0'
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
440 SQ.FT.
320 AMPS
ELECTRIC
15.8KW
65A
1.2%
1.4%
SCALE: 1" = 50'105096246THIS 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)
SITE SPECIFIC NOTES
AT P01: 315984-166638
-EXISTING 45' UN CL 1963 DISTRIBUTION POLE TO REMAIN
-EXISTING 1Ø 37.5kVA XFMR TO REMAIN
-INSTALL (1) 3" RISER ON EXISTING STANDOFF BRACKETS PER STD
6042.1000 (RIS3CSS) ± 30' ACTUAL ________'
AT HH1:
-INSTALL (1) 24" X 36" X 36" PE SEC HAND HOLE PER STD 6050.2000 (HH1450)
-INSTALL (1) 4-POS #10-350CMIL CONNECTOR BAR (MID #765100)
SPAN SPECIFIC NOTES
HH1 TO M01:
-CONNECT 1-RUN OF CUSTOMER OWNED, INSTALLED, & MAINTAINED #3/0 SVC
M01 AT "EQUIP. SHELTER":
-INSTALL 320A METER
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
JENNY CHAU 253-208-9480 9/21/2020
ANN BETTENCOURT 206-584-4182 9/21/2020
---
ANN BETTENCOURT 206-584-4182 9/21/2020
RW-119635 RENTON
PANTHER LAKE
HH PLACEMENT/SEC L/E
11806 SE 192ND ST, RENTON, WA 98058
N/A N/A
N/A 105096246
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
NE 17-A2N-305 N/A N/A
2305E131 2305E136 2305E131 PAN-16
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
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
ORDER#
Superior
Distribution
HP Svc/MSA
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
253-208-9480
JENNY.CHAU@PSE.COM
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
Service Stubs
509621037
NOTIF#
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR
PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT
BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND
ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON
SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER
LOCAL MUNICIPALITY PERMIT REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH
PROJECT MANAGER PRIOR TO CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST
BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED
TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-PROVIDE A 4' X 4' WORK PIT AT P01.
-PROVIDE A 4' X 5' WORK PIT AT HH1.
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 .
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
P01 TO HH1:
-INSTALL 1-RUN #350 UG TPX, ± 100'________' ACTUAL
JOB
SITE
JOB
SITE
00 1"2"
00 50'100'
OVERHEAD CIRCUIT MAP
JOB
SITE
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.
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.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
105096246
509621037Misc
Connect & Set 510336634 104330918
Meter 510336898 3001057327
PARTIAL PLAN DETAIL
NOT TO SCALE
CROSS SECTION - SE 192ND ST
LOOKING EAST
S
60' ROW
CL
N MFP20005767
105096246THIS 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
JENNY CHAU 253-208-9480 9/21/2020
ANN BETTENCOURT 206-584-4182 9/21/2020
---
ANN BETTENCOURT 206-584-4182 9/21/2020
RW-119635 RENTON
PANTHER LAKE
HH PLACEMENT/SEC L/E
11806 SE 192ND ST, RENTON, WA
N/A N/A
N/A 105096246
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
NE 17-A2N-305 N/A N/A
2305E131 2305E136 2305E131 PAN-16
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
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
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
Not to Scale
Standoff Bracket
15" Min Length
Conduit Clamp Conduit
Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
SECONDARYTRENCHES-IN CONDUIT SCH 40
TRENCH DETAIL
Electric Service Cable in Conduit (NTS)
Electric Service Cable in Conduit
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
12" Typical
(6" Min)
Backfill for Conduit
Free of rocks
larger than 8"
in diameter)
36" MINIMUM COVER
IN RIGHT OF WAY
To Excavated Dirt Pile
3" Schedule 40 Grey PVC
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
233 HH
TOP VIEW
SIDE VIEW
FRONTEXCAVATION:
5 CUBIC YARDS
Rock
Crushed
6"
3'-4"
2"
7'
6'
3'-0"
3'-8"2'-8"
Plate Door
2' x 3' Diamond
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.
TYPICAL BORE NOTE
TYPICAL BORE COVER
36" MIN.
DEPTH
FINAL GRADE
WILL MAINTAIN 36" MIN. DEPTH WHILE
DIRECTIONAL DRILLING
MFP20005767