HomeMy WebLinkAboutMFP21002462 (2).pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21002462
IVR Number: 21002462
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:06/01/2021Application Date:3119900160Parcel Number: 1833 NE 12TH ST
Permit Type:07/22/2021Issue Date:Franchise
Permit Work Class:07/22/2022Expiration Date:Minor Utility
Job Number: 101130099Franchise Type:Electric
Description: Revision: PSE to temporarily remove span across 405 and install a new span. see site plans for details.
Puget Sound Energy Electric Remove existing UG wire between PV01 and PV02. Trench 15' and bore 15' to
connect new conduit between existing PV01 and PV02 PSE to trench, backfill and complete restoration.
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
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
IDEAL LIVING LLC 12005 NE 173RD CT
BOTHELL , WA 98011
Owner
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
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.
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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.
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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.
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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
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101130099
1833 NE 12TH ST
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
VASILIY TROFIMENKO VASILIY.TROFIMENKO@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP21002462
Scott Warlick CED 7/22/2021
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
CORRIE RYDBERG
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NB I-405SB I-405NB I-405SB I-405NE PARK DRNE PARK DRP03PV02ARRW-BRD
350'350'350'RIG
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1 ROADWORKAHEADW20-1350'OH WIRE REMOVALDIRECTIONAL BOREPV01BP01P01IP01P02CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040PSEPUGETSOUNDENERGYJOB#101108942NE Park Dr & I-405, Renton, WA 98057(Revised) 5/29/2019stephen.gadke@pse.com(425)-424-6431SHEET 1 of 6Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431NWORK PIT28" TRAFFIC CONETRAFFIC FLOWSIGN LOCATIONLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAY0'9045Notes:1. All signs and spacing to conform to theMUTCD and King County 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 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.WORK AREAVICINTY MAPMFP21002157Work in the City of Renton ROW isapproved. Additional approval will beneeded from wsdot for work in their ROW
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1 100'ROADWORKAHEADW20-1X'ROADWORKAHEADW20-1OH WIRE REMOVALDIRECTIONAL BOREPV01BP01P03PV02IP01P02CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431NWORK PIT28" TRAFFIC CONETRAFFIC FLOWSIGN LOCATIONLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAY0'9045Notes:1. All signs and spacing to conform to theMUTCD and King County 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 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.PSEPUGETSOUNDENERGYJOB#101108942NE Park Dr & I-405, Renton, WA 98057(Revised) 5/29/2019stephen.gadke@pse.com(425)-424-6431SHEET 2 of 6MFP21002157
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FIELD LOCATE 1 MILE (+/-) IN
ADVANCE OF LANE CLOSURE
PCMS BOARD
GAP = 10 Min (20/60) = 3.33 Miles
CLEARANCE = 3.33 Miles (60-20/60) = 5.0 Min
DISTANCE = 5 Min (60/60) = 5.0 Miles
"CHASER" VEHICLE, LAST
VEHICLE IN QUE TO INSURE
SAFETY(WSP)
ALL VEHICLES REQUIRED TO HAVE
WARNING BEACONS & ARROW
BOARDS IN CAUTION MODE
(TMA'S RECOMMENDED)
2.0 SEC 2.0. SEC
ROLLING
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PREPARED
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FIELD LOCATE 1 MILE (+/-) IN
ADVANCE OF LANE CLOSURE
PCMS BOARD
SRMP 5.44
"CHASER" VEHICLE, LAST
VEHICLE IN QUE TO INSURE
SAFETY(WSP)
P01
PV01 BP01
PV02
IP01
P02
CHANNELIZATION
DEVICE SPACING
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55/70
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TANGENT
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Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431N
WORK PIT
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
CHEVRON
ARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
0'10050
PSE PUGETSOUNDENERGY
JOB#101108942
NE Park Dr & I-405, Renton, WA 98057
(Revised) 5/29/2019
stephen.gadke@pse.com
(425)-424-6431
SHEET 3 of 6
MFP21002157
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431N
WORK AREA
1.
3.
4.
5.
TEMPORARY ON-RAMP HOLDS
(CLOSURES) SB I-405
1.N 30TH ST.
2.NE 44TH ST.
3.LAKE WASHINGTON BLVD SE.
4.COAL CREEK PKWY SE.
5.I-90 (E+WB RAMP- SOUTH).
VEHICLE TO HOLD
RAMP TRAFFIC
SINGLE LANE RAMP CLOSURE
(1 HOLD VEHICLE REQUIRED)
WSP - WB HEADING SOUTH
SINGLE LANE RAMP CLOSURE
(1 HOLD VEHICLE REQUIRED)
WSP - EB HEADING SOUTH
2 LANES MERGE INTO 1
1 HOLD VEHICLE REQUIRED
CONSTRUCTION VEHICLE
SINGLE LANE RAMP CLOSURE
(1 HOLD VEHICLE REQUIRED)
CONSTRUCTION VEHICLE
2 LANES MERGE INTO 1
1 HOLD VEHICLE REQUIRED
CONSTRUCTION VEHICLE2.
SINGLE LANE RAMP CLOSURE
(1 HOLD VEHICLE REQUIRED)
CONSTRUCTION VEHICLE
PSE PUGETSOUNDENERGY
JOB#101108942
NE Park Dr & I-405, Renton, WA 98057
(Revised) 5/29/2019
stephen.gadke@pse.com
(425)-424-6431
SHEET 4 of 6
MFP21002157
Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431NWORK AREA5.2.3.4.1.VEHICLE TO HOLDRAMP TRAFFICTEMPORARY ON-RAMP HOLDS (CLOSURES) NB I-4051.SUNSET BLVD N.2.MAPLE VALLEY HWY.3.TALBOT RD S.4.167 (E+WB RAMPS- NORTH).5.INTERURBAN AVE S & W VALLEY HWY.SINGLE LANE RAMP CLOSURE(1 HOLD VEHICLE REQUIRED)SINGLE LANE RAMP CLOSURE(1 HOLD VEHICLE REQUIRED)2 LANES MERGE INTO 11 HOLD VEHICLE REQUIREDCONSTRUCTION VEHICLESINGLE LANE RAMP CLOSURE(1 HOLD VEHICLE REQUIRED)WSP - SB HEADING EASTSINGLE LANE RAMP CLOSURE(1 HOLD VEHICLE REQUIRED)WSP - NB HEADING EASTSINGLE LANE RAMP CLOSURE(1 HOLD VEHICLE REQUIRED)WSP - NB HEADING EASTW VALLEY HWYPSEPUGETSOUNDENERGYJOB#101108942NE Park Dr & I-405, Renton, WA 98057(Revised) 5/29/2019stephen.gadke@pse.com(425)-424-6431SHEET 5 of 6MFP21002157
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431N
””
–
PSE PUGETSOUNDENERGY
JOB#101108942
NE Park Dr & I-405, Renton, WA 98057
(Revised) 5/29/2019
stephen.gadke@pse.com
(425)-424-6431
SHEET 6 of 6
MFP21002157
GASPHONECABLE TV101130099THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)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.Correct QC Checklist(s) reviewed.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.Vasiliy Trofimenko425-457-9001Cell PhoneProject Manager Contact Information:Owner / Developer Contact InfoofficeATTN:WSDOTI-405 ProgramRandy Norberg425-456-8578PHONECABLE TV11344371101130099PROJECT PHASEPWRNOTIF#ORDER#SuperiorJOBSITENE PARK DRPUBLIC IMPROVEMENTCONFLICTS UI1533, UI1568NE PARK DRPUBLIC IMPROVEMENTCONFLICTS UI1533, UI1568GENERAL NOTES1.PRE-CONSTRUCTIONNOTIFY APPROPRIATE CITY OR COUNTY 48 TO 72 HOURS OR AS REQUIRED BY PERMITTING AGENCYBEFORE STARTING WORK ON ANY RIGHT-OF-WAY INVOLVING A PERMIT.FOLLOW ALL REQUIREMENTS AS OUTLINED BY THE PERMITTING AGENCY.LOCATE AND MARK ALL UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. IF THERE IS ACONFLICT WITH THE INTENDED TRENCH ROUTE AS SHOWN ON THE SITE PLAN AND EXISTING UTILITIESOR OBSTRUCTIONS, TRENCH ROUTE MAY NEED TO BE MOVED TO OPPOSITE SIDE OF STREET.COOPERATION WITH QUALITY INSPECTOR, PUGET SOUND ENERGY CONTRACTOR, CITY OR COUNTYAUTHORITIES DURING PRE-CONSTRUCTION MEETING WILL DETERMINE THE FINAL TRENCH ROUTE.2.EXISTING UTILITIESHAND EXCAVATE (POTHOLE) ALL MARKED UTILITY CROSSINGS TO VERIFY EXACT LOCATION ANDDEPTH AT POINT OF CROSSING. PROTECT UNDERGROUND UTILITIES DURING EXCAVATION. USE HANDEXCAVATION METHODS IF NECESSARY TO AVOID DAMAGE. FABRICATE AND INSTALL ADEQUATETEMPORARY STRUCTURES TO SUPPORT AND PROTECT UNDERGROUND UTILITIES WHILE EXPOSEDDURING CONSTRUCTION.MAINTAIN 6" MINIMUM CLEARANCE AT CROSSINGS BETWEEN EXISTING UTILITIES AND NEW DUCTINSTALLATIONS. TRANSITION TRENCH OR TUNNEL PROFILE GRADUALLY AS REQUIRED ATCROSSINGS. MAINTAIN 24" MINIMUM SEPARATION BETWEEN NEW TRENCH OR TUNNEL AND PARALLELEXISTING UTILITIES OR AS REQUIRED BY THE PERMIT AGENCY.IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, NOTIFY PUGET SOUND ENERGY AT ONCE.CONTRACTOR AGREES TO MAKE WORK FORCE AND RESOURCES AVAILABLE AT ONCE TO PUGETSOUND ENERGY OR MUNICIPAL AUTHORITIES TO REPAIR DAMAGE AT NO COST.3.WORK DRAWINGSMAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESEDRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE.CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ONTHESE DRAWINGS. ALL UNDERGROUND ELECTRICAL FACILITIES SHALL HAVE A MINIMUM OF 36INCHES OF COVER. ANY CHANGE MUST BE APPROVED BY THE PSE ENGINEER OR PROJECT MANAGER.FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS BUILT PRINTS (FOREMAN'S COPIES) AT THEEND OF THE JOB.4.SAFETYPROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE WITH LOCAL JURISDICTIONSAND REGULATIONS. PROVIDE FLAGGING AND OR OTHER VEHICLE TRAFFIC CONTROL AS NEEDED INCONFORMANCE WITH LOCAL REGULATIONS. (SEE SPM # 100.4000) PROVIDE ADEQUATE SIGNAGE ANDPROTECTION TO TRAFFIC DURING NON-WORKING HOURS. MAINTAIN TRAFFIC FLOW AS REQUIRED BYPERMITTING AGENCY. PROVIDE SIGNS AND BARRICADES TO WARN PEDESTRIANS, MOTORCYCLESAND BICYCLES.INSTALL WARNING BARRICADES AT LEAST EVERY 50 FEET ALONG THE TRENCH ROUTE FROM THE TIMETHE TRENCH IS OPENED UNTIL THE TRENCHING IS COMPLETE.5.EXISTING SYSTEMSMAINTAIN EXISTING ELECTRICAL SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE, TESTED, ANDREADY FOR SERVICE. DISABLE EXISTING SYSTEM ONLY TO MAKE CUTOVERS AND CONNECTIONS ASDIRECTED BY PUGET SOUND ENERGY'S REPRESENTATIVE.PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICEDURING CONSTRUCTION; IF A SCHEDULED OUTAGE IS NOT POSSIBLE. WHEN WORK MUST BEPERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE QUALIFIED PERSONNEL FOR SUCHOPERATIONS.EARTHWORKSEE PUGET SOUND ENERGY SPM 6800.40501.BACK HOE, HAND DUG EXCAVATIONSPAVED SURFACES:CUT THE EDGES OF THE TRENCH PRIOR TO DIGGING. USE THE NARROWEST BUCKET PRACTICAL ORPLOW OFF THE EDGE OF PAVED SURFACE FAR ENOUGH TO MINIMIZE ASPHALT DISTURBANCE. REPAIRANY BLOW OUT AREAS (WHERE EDGE HAS BEEN BROKEN) BY SAWING. THE DEPTH OF THE TRENCHSHALL BE ENOUGH TO ALLOW 36" OF COVER . BACKFILL MATERIAL SHALL BE CONTROLLED DENSITYFILL (CDF) COVER OR SELECT FILL (5/8" MINUS) TO MEET PERMIT REQUIREMENTS.UNPAVED SURFACES:CONDUIT/CABLE TRENCHES ARE TO BE EXCAVATED JUST OFF THE EXISTING ROAD EDGE OR IN THESHOULDER OF THE ROAD BEHIND THE EXISTING DITCH LINE. CONTRACTOR SHALL USE A BACK HOEWITH THE NARROWEST WIDTH BUCKET PRACTICAL OR PLOW. TRENCH SHALL BE DEEP ENOUGH TOALLOW A MINIMUM OF 36" OF COVER OVER THE TOP MOST CABLE. ALL DITCH CROSSINGS SHALL HAVEA MINIMUM OF 36" COVER FROM THE LOWEST POINT WITHIN THE EXISTING DITCH LINE.CULVERTS; WHEN INSTALLING FACILITIES UNDER A CULVERT, EXCAVATION MUST BE FILLED WITHPACKED CRUSH ROCK. IF ANY CULVERT IS DAMAGED IT WILL BE REPAIRED OR REPLACED INACCORDANCE WITH PERMITTING AGENCY AND CONTRACTORS RESPONSIBILITY.SPOILS SHALL BE REMOVED QUICKLY TO MINIMIZE BLOCKING OF TRAFFIC. ALL SPOILS AND WASTESBECOME THE PROPERTY OF THE CONTRACTOR IMMEDIATELY UPON REMOVAL. REMOVE SPOILS ANDWASTES PROMPTLY TO AN APPROVED DISPOSAL SITE. REMOVE SPOILS CONTAINING ASPHALT ORCONCRETE TO A DISPOSAL SITE SPECIFICALLY APPROVED FOR SUCH MATERIALS. PROVIDE PUGETSOUND ENERGY WITH A DISPOSAL RECEIPT FOR ALL SPOILS.2.BACKFILLUNPAVED ROAD SURFACESBACKFILL FOR UNPAVED ROAD CROSSINGS SHALL CONSIST OF 1-1/2" TO 2-1/2" MATERIAL COMPACTEDTO 95% DENSITY. BACKFILL FOR UNPAVED ROAD SECTIONS SHALL CONSIST OF NATIVE MATERIALCOMPACTED TO 95% DENSITY.AT THE END OF EACH WORKDAY, BACKFILL OR PLATE ALL TRENCH, REMOVE ALL SPOILS AND CLEANROADWAY SURFACE OF LARGE HAZARDOUS DEBRIS.3.SURFACE RESTORATIONUNPAVED SURFACESRESTORE GROUND SURFACE TO ORIGINAL CONTOUR. RESTORE TO ORIGINAL CONDITION OR BETTER.4.LANDSCAPINGARRANGE AND PERFORM WORK TO MINIMIZE IMPACT TO EXISTING LANDSCAPING. RESTORELANDSCAPING THAT HAS BEEN DISTURBED DURING THE COURSE OF WORK, INCLUDING SEEDING OFBANKS AND FILLS. VAULTS SET IN BANK AREAS MAY REQUIRE RE-SLOPING THE SURROUNDING LANDTO AVOID SLOUGHING. LEAVE AREA IN ITS ORIGINAL STATE OR BETTER AT THE END OFCONSTRUCTION. HAND DIG IF REQUIRED TO PREVENT DAMAGE TO TREE ROOTS.ELECTRICAL1.CONDUITCONDUIT FOR INSTALLATION IN UNPAVED AREAS SHALL BE 2", 3", 4", OR 6" PVC DB120 FOR DIRECTBURIAL. MAINTAIN 36" MINIMUM COVER ABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THEPERMITTING AGENCY.WHERE CONDUIT IS ROUTED FROM ROAD EDGE TO VAULT LOCATION, MAINTAIN 36" MINIMUM COVERABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THE PERMITTING AGENCY. BENDS SHALL BEMADE WITH AS LONG A RADIUS AS POSSIBLE (48" MINIMUM). AVOID MAKING SHARP BENDS OR KINKSIN CONDUIT DURING INSTALLATION. OBTAIN EXACT LOCATION OF CONDUIT ENTRANCE INTO VAULTFROM PUGET SOUND ENERGY BEFORE PENETRATING VAULT. PENETRATE THE VAULT USINGEXISTING KNOCKOUT OR USE CORE DRILLED HOLES. STUB THE 4" OR 6" PVC 2"-3" INTO VAULTINTERIOR AND GROUT BETWEEN THE CONDUIT AND VAULT WALL. LEAVE A 10' MINIMUM OF EXTRAPULL ROPE IN EACH END OF INSTALLED CONDUIT WHERE 4" OR 6" PVC IS INSTALLED AND CAPCONDUIT TO PREVENT THE ENTRY OF DIRT AND MOISTURE.ARRANGE WORK SO CONDUIT PLAYS DIRECTLY OFF REEL INTO TRENCH. PLACE THE CONDUIT IN THETRENCH AS STRAIGHT AS POSSIBLE. AVOID VERTICAL AND HORIZONTAL "SNAKING" OF THE CONDUIT.MULTIPLE CONDUIT RUNS MAY BE STACKED VERTICALLY. WHERE CONDUIT MUST BE PULLEDTHROUGH A TRENCH TO ALLOW A CROSSING UNDER AN EXISTING UTILITY, CAP CONDUIT ENDBEFORE PULLING TO AVOID CONTAMINATION. IF A KINK OCCURS, CUT THE CONDUIT AHEAD OF KINKAND SPLICE TO NEW CONDUIT TO CONTINUE RUN.2.UNDERGROUND PRIMARY CABLEPRIMARY CABLE SHALL BE 1/O ALUM SOL JACKETED CABLE RATED FOR 15 KV SERVICE WITH APOLYETHYLENE JACKET. PRIMARY CABLE SHALL BE 61 STRAND 750 MCM ALUMINUM CONDUCTORRATED FOR 15 KV SERVICE WITH A COPPER TAPE NEUTRAL CONDUCTOR AND POLYETHYLENEJACKET. A 4/0 COPPER NEUTRAL SHALL BE RUN WITH EACH 3 PHASE CIRCUIT OF 750 MCM.INSTALL CABLE INTO EXISTING OR NEW CONDUIT SYSTEMS USING APPROVED INSTALLATIONEQUIPMENT. APPROVED EQUIPMENT INCLUDES EITHER CABLE PULLERS AND/OR CABLE PUSHERS.PULLING SOCKS SHALL BE NON-CONDUCTIVE OR SIMILAR MATERIAL. STEEL PULLING SOCKS AREPROHIBITED. BARE STEEL CABLE SHALL NOT BE USED TO PULL CABLE. CABLE PULLING EQUIPMENT(WINCHES, HOIST, DRIVEN REELS, ETC.) SHALL BE EQUIPPED WITH INSTRUMENTATION TOCONTINUALLY MONITOR AND RECORD PEAK TENSION ENCOUNTERED DURING A PULL. BEFOREINSTALLING CABLE, OBTAIN RATED PULLING TENSION FOR CABLE FROM PUGET SOUND ENERGY. DONOT EXCEED RATING AT ANY TIME DURING INSTALLATION. NOTIFY PUGET SOUND ENERGYIMMEDIATELY IF PULLING TENSION EQUALS OR EXCEEDS RATING (828/1657LBS FOR 1/0 OR 5000LBSFOR 750 .) DO NOT EXCEED MINIMUM BEND RADIUS OF CABLE OR IMPOSE KINKS OR SHARP BENDS ONCABLE DURING PULLING OPERATIONS. INSTALL CABLE DIRECTLY OFF REEL WITHOUT DRAGGING ITON THE GROUND. APPLY PUGET SOUND ENERGY APPROVED LUBRICANT TO CABLE CONTINUALLYDURING PULLING TO REDUCE PULLING TENSION AND TO PERMIT FUTURE REMOVAL.INSTALL ADEQUATE AMOUNTS OF 3/4 " PLYWOOD ON EXISTING SIDEWALK AREAS TO SUPPORTPULLING EQUIPMENT AND PREVENT UN-NECESSARY DAMAGE TO SIDEWALKS.TRAIN AND COIL CABLES IN VAULTS AS REQUIRED TO FORM A SMOOTH TRANSITION FROM CONDUIT TOTERMINATION. IF TERMINATIONS ARE TO BE PERFORMED BY OTHERS, COIL 15' OF CABLE IN VAULTAND CAP END.3.TERMINATIONS AND SPLICESINSTALL APPROVED TERMINATIONS ON CABLES IN ACCORDANCE WITH PUGET SOUND ENERGY SPM2247.5115- 5119. UNLESS OTHERWISE DIRECTED, APPROVED TERMINATIONS WILL BE LOAD BREAKELBOWS IN VAULTS AND COLD SHRINK PIN TERMINALS ON POLE RISERS PER PUGET SOUND ENERGYSPM 2247.9317.SPLICE CABLE WITH APPROVED SPLICE KITS IN VAULTS, HAND HOLES OR SIMILAR ENCLOSURES. DONOT SPLICE CABLES IN RUNS BETWEEN VAULTS. SEE PUGET SOUND ENERGY SPM 2233.2075-2076.4.CONCRETE VAULTSEXCAVATE, INSTALL BASE MATERIAL, AND COMPACT BASE MATERIAL IN ACCORDANCE WITH PUGETSOUND ENERGY SPM 6775.0040.INSTALL AND SEAL PRECAST SECTIONS IN ACCORDANCE WITH PUGET SOUND ENERGY SPM 6775.0040.USE PRECAST NECK AND SHAFT SECTIONS TO BRING MANHOLE ENTRANCE TO PROPER ELEVATION.INSTALL MANHOLES PLUMB. SET THE TOP OF EACH MANHOLE TO FINISHED ELEVATION OR NOHIGHER THAN 6" ABOVE EXISTING ROAD ELEVATION. INSTALL HILLHOLDERS AS REQUIRED ON SKETCHOR BY CONSTRUCTION NOTES.5.GROUNDINGINSTALL GROUND ROD PER PUGET SOUND ENERGY SPM 6275.6100 AT EACH VAULT IN WHICH PRIMARYCABLE IS TERMINATED. LOCATE ROD IN TRENCH EXCAVATION WHEREVER POSSIBLE TO OBTAINMAXIMUM DRIVEN DEPTH IN UNDISTURBED SOIL. CONNECT EACH GROUND INDIVIDUALLY TO GROUNDLOOP INSIDE VAULT WITH BARE NO. 2 COPPER JUMPER OR TO CONCENTRIC NEUTRAL AT EACHSPLICE VAULT LOCATION. MINIMUM GROUNDING REQUIREMENT IS 4 GROUNDS PER MILE.6.EXISTING UNDERGROUND PRIMARY CABLE (IF APPLICABLE)ABANDON EXISTING PRIMARY CABLE IN PLACE. CUT OFF OLD CABLE ENDS INSIDE VAULT FLUSH WITHWALL. BEFORE CUTTING, PIGTAIL CONCENTRIC NEUTRAL STRANDS AND CONNECT TO GROUND LOOPINSIDE VAULT. RETURN SCRAP CABLE AND EXISTING CABLE TAGS TO PUGET SOUND ENERGY.REMOVE OR FILL EXISTING VAULTS AS REQUIRED BY PERMITTING AGENCY.7.TRAFFIC CONTROLALL TRAFFIC CONTROL TO COMPLY WITH CURRENT SPECIFICATIONS IN M.U.T.C.D.GENERAL OVERHEAD NOTES:-POLES, CONDUCTORS, DEVICES TO BE INSTALLED PER PSE STANDARDS & SPECIFICATIONS.-POLES ARE TO BE INSTALLED OR RELOCATED AS STAKED.-ALL NEW POLES SET SHALL BE THE CLASS INDICATED ON THE SKETCH OR BETTER.-INSTALL GROUND PLATE ASSEMBLY ON ALL NEW POLES.-INSTALL GRID NUMBERS ON ALL NEW AND EXISTING POLES AS SHOWN ON SKETCH.-TREAT ALL FIELD-DRILLED POLES WITH COPPER NAPHTHENATE WOOD PRESERVATIVE.-CUSTOMER/DEVELOPER TO COORDINATE BETWEEN UTILITIES.NVicinity MapARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE& ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.OVERHEAD CIRCUIT MAPSCALE: NONEJOBSITEUNIVERSAL CIRCUIT MAPSCALE: NONEJOBSITEYesYesYes"Flagging Required""Outages Required""Locates Required"EXISTING PROPERTY LINEEXISTING UG RISERNEW UG RISERSVC STUBJ-BOXNEW TRENCH LINEEXISTING 3Ø WIREEXISTING CENTER LINEEXISTING CONDUCTOR TO BE REMOVEDDISCONNECT - FUSEDEXISTING 1Ø WIREEXISTING RIGHT OF WAYEXISTING PULL VAULTEXISTING POLEDOWN GUYEXISTING SECONDARY SERVICE LINEDISCONNECT - UNFUSEDEXISTING STREETLIGHTNEW POLENEW PADMOUNT TRANSFORMEREXISTING PADMOUNT TRANSFORMERNEW TOTAL UNDERGROUND TRANSFORMEREXISTING TOTAL UNDERGROUND TRANSFORMERHANDHOLEPRIMARY METERING POINTPJELECTRIC SYMBOLS LEGENDDESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90016/15/20Kaitlyn Jakubek 425-559-84426/15/20Ray Reynolds253-395-69196/15/20RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101130099AS NOTED1/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E0402305E040HIG-17584043752UG Expense594124393UG Expense108109507RemovalWork in the City of Renton ROW isapproved. Additional approval will beneeded from wsdot for work in their ROWPOTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDSMFP21002462
MP 5.40
WALL 05.45GL
162
SB I-405 OFF RAM
PNE PARK
DR
SB I-405
NB I-405P03318643166287EXISTPV01318640166289EXISTP01T2/4EXISTP05B318666166306EXISTX7423/6P05A318664166306EXISTBP014FTPOTENTIALCONFLICT25FTDIRECTIONALBORE 2-6"TRENCH NEW 2-6"EXISTING 1-6" W/FEEDER CABLEABANDON IN PLACEWSDOT ROWWSDOT ROWEXISTING 55kVTRANSMISSIONWSDOT ENVIRONMENTAL IMPACTWSDOT ENVIRONMENTAL IMPACTJOB SITESCALE: 1"=20'AMATCH LINE SEE PAGE 3A101130099DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90016/15/20Kaitlyn Jakubek 425-559-84426/15/20Ray Reynolds253-395-69196/15/20RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101130099AS NOTED2/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E0402305E040HIG-17SITE SPECIFIC NOTES:BP01 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS WEST TO PV01 BORE AND INSTALL 2-6" RED HDPE CONDUITS EAST TO BP02Vault & Equipment TableSiteGridNumberWorking SpaceVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBDCPV01318640166289Existing504 Pull Vault600A Cable SplicesMat ID: 7666050INSTALL 3-SPL750MFP21002462
173 172171168P02318647166366EXISTP04318643166369EXIST P06EXISTPV02318643166366EXISTT3/5BP02IP01TRENCHNEW 2-6"EXISTING 2-6"WSDOT ROWPV01EXISTPV02EXISTNEW 2-6"IP01EXISTING 2-6"BP01BP02PV01PV02AGO947-AAGO948-BAGO949-CEIC893-AEIC894-BEIC895-CJOB SITESCALE: 1"=20'A MATCH LINE SEE PAGE 2 A
101130099DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90016/15/20Kaitlyn Jakubek 425-559-84426/15/20Ray Reynolds253-395-69196/15/20RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101130099AS NOTED3/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E0402305E040HIG-17CONDUIT DIAGRAMSCALE: NONECABLE ONE-LINE DIAGRAMSCALE: NONEPRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITPRIMARY CABLEASBUILT INFORMATIONSIZEQtyCONDUITLENGTHDesign(ft)BENDSPULLPULLCableLENGTHDesign(ft)Cable NumbersForeman Please RecordForeman - CompleteFROMTO(in)90°45°22°11°(lbs)Rev(lbs)SizeABCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)PV01BP016215BP01BP0262SCH-80600BP02IP0162RED HDPE651PV01PV02SCH-80750 KCMIL675EIC893EIC894EIC895 CABLE REMOVAL TABLECABLENO.LOCATIONSCABLE(LF) ESTCABLE TYPEYEAR INSTFROMTOABH351PV01PV02760750 KCMILABH352PV01PV02760750 KCMILABH353PV01PV02760750 KCMILSITE SPECIFIC NOTES:BP02 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS EAST TO IP01 BORE AND INSTALL 2-6" RED HDPE CONDUITS WEST TO BP01IP01 EXPOSE AND INTERCEPT EXISTING 2-6" CONDUITS AND EXTEND WEST TO BP02Vault & Equipment TableSiteGridNumberWorking SpaceVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBDCPV02318643166366Existing504 Pull Vault600A Cable SplicesMat ID: 7666050INSTALL 3-SPL750MFP21002462
101130099DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90016/15/20Kaitlyn Jakubek 425-559-84426/15/20Ray Reynolds253-395-69196/15/20RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101130099AS NOTED4/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E0402305E040HIG-17LEGENDANative material or as directed by WSDOT.BCBedding material. Bedding material depth over and beneath pipe casing shall be half the diameterof pipe casing or 6 inches, whichever is less.GENERAL NOTES1. Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-08.2. Maximum trench width shall be outside casing pipe width plus 1 foot either side of casing pipe.3. Compaction shall be method ______ per Standard Specification Section 2-03.3 (14) C.4. When connecting to an existing facility under the pavement, pavement restoration may, at thedepartment’s discretion, include the full lane width and encroached shoulder.5. Casing pipes shall extend a minimum of six (6) feet beyond the toe of fill slopes, bottom of ditchline,or outside of curb.Surface treatment to restore existing to match adjacent (seeding, bark, etc.).WSDOT OPEN TRENCH BORE PIT DETAILSCALE: NONE14015013012070PROPOSEDBORE PATHEXISTINGGRADEFINISHEDI-405 SBFINISHEDI-405 NB30°14015013012070APPROX.50'15' Min DirectionalDrill Below I-405(Depth Will Vary)EXCAVATION & BORING SIDEVIEW DETAILSCALE: 1"= 50'MFP21002462
I-405WA-900 I-405THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG
PROJECT PHASE ORDER#POWERNOTIFICATION
SUPERIOR
CAPITAL
REMOVAL
EXPENSE
510603942
"Locates Required"
"Outages Required"
"Flagging Required"
Yes
Yes
Yes
No
No
No
DESCRIPTIONREV#DATE BY
3
2
1
FUNCTION CONTACT PHONE NO DATE
PROJECT MGR
ENGR-POWER
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
REAL ESTATE/EASEMENT PERMIT
FOREMAN (Check Box if Complete)
INSTALLED & VERIFIED
LOCKED/SECURED CLEAN/SAFE
RED-LINED
CHANGES
PRIMARY
RECORDED
PHASEFUSE SIZE
GRID, CABLE AND SWITCH NUMBERS .
FIELD CHANGES ON AS-BUILTS.
MATERIAL VERIFIED AND NOTED ON PAPERWORK.
TOTAL CABLE NOTED ON AS-BUILT.
COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT.
Foreman's Signature
Company Employee ID#
DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON
PSE EQUIPMENT & WORK AREA LEFT IN CONDITION.
INDICATE CORRECT ON AS-BUILT & VERIFY PROPER .
UTILITIES
CONTACT
PHONE#
INCIDENT #
SAP ORDER NUMBER
JOINT FACILITIES ARRANGEMENTS
PAGESCALE
REV #
INTERNAL USE
TLN #COUNTY TSG MAP POWER WK CTR
1/4 SEC OH CIRC MAP UG CIRC MAP
U-MAP CIRCUIT NO.
Sec15 T24 R06E
0
DIST EXPENSE
ENGINEERING
TRANSMISSION
ELECTRIC
111026396
245KING
LAKE TRADITION - SAHALEE (115 KV)
K. KORS
J. ANDERSON
ISSAQUAH-PINE LAKE RD SE & SE 44TH ST
SAMMAMISH, WA 98075
111026396
108126575
571017998
2406E059
07C
G. LINDER 425-457-3067
425-732-0829
425-396-3809
/2 1"=100'
4/26/21
1 1ASBUILT TO:1T-01202111026396TRANSMISSION DRAWING SOURCE:T-01202 sh 1571018148T-0732 sh 2T-0732 sh 2571018148
571018148
11760229
355
V. TROFIMENKO 425-457-9001
425-732-0829K. KORS
425-732-0829K. KORS
4/28/21
4/28/21
SHUFFLETON - RENTON #1 (55 KV DE-ENERGIZED)
I-405 & WA-900
RENTON, 98056
100°C
34' HIGHWAY CLEARA
N
C
E
CONDUCTOR NOTES:
PHASE 1: REMOVAL
REMOVE THREE PHASE SPAN OF 1272 KCMIL ACSR BITTERN
PHASE 2: INSTALLATION
INSTALL THREE PHASE SPAN OF 795 KCMIL ACSR TERN PER SAG TABLE 1
INSTALL DOUBLE STRAIN ASSEMBLY PER DETAIL 2
60-TON PRESS AND 12CD ALUMINUM DIE NEEDED FOR COMPRESSION DEs
INSTALL TWO STOCKBRIDGE DAMPERS (MID 8820700) ON EACH DEADEND
CENTER DAMPER AT 30" FROM DEADEND AND 33" FROM FIRST DAMPER PER FIGURE 1
BOLT DIAMETER: 1/2"
TORQUE TO 25 FT-LBS
DETAIL 1: DAMPER LOCATIONS
795 KCMIL ACSR TERN
8000# NESC MEDIUM, RS=716
INSTALL PER SAG TABLE 1
718
PROJECT NOTES:
WSDOT REQUIRES PSE TO TEMP REMOVE SPAN ACROSS I-405
REMOVE SPAN OF 1272 BITTERN (2016 LiDAR VERIFICATION SHOWS
FIELD RATING OF SPAN IS LESS THAN 50°C)
PER PLANNING INSTALL SPAN OF 795 TERN WITH SAG RATED AT 100°C
ANCHOR SHACKLE
ANCHOR SHACKLE
YOKE PLATE
COMPRESSION DEADEND
SOCKET CLEVIS-SHORT
PLAN VIEW
ELEVATION VIEW
DETAIL 1
SCALE: NONE
115KV DOUBLE STRAIN INSULATOR ASSEMBLY
SUSPENSION INSULATOR
115kV Y-CLEVIS BALL YOKE PLATE
15° JUMPER TERMINAL
FOR CLARITY
PAD ROTATED 90°
MID 9052600
MID 9388000
MID 2170064
MID 8970400
MID 9262200
MID 9052600
MID 8970400
MID 9996767
2
05 93
97
97
76
5/04/21