HomeMy WebLinkAboutMFP19001471.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP19001471
IVR Number: 19001471
Permit Informaon
Permit Name:Puget Sound Energy - Electric
Address/Locaon :03/25/2019Application Date:8857670060Parcel Number:400 S 43RD ST
Permit Type:04/04/2019Issue Date:Franchise
Permit Work Class:04/03/2020Expiration Date:Minor Utility
Job Number:101111448Franchise Type:Electric
Description:73 OH to UG electric conversation on Talbot Rd S. Pothole all existing utilities. Restoration per City of Renton
standards.
FINAL CONDUIT ROUTE SHALL BE DETERMINED AT ON SITE PRE CONSTRUCTION MEETING . ALL TREES NEED
TO BE PROTECTED TO THE MAXIMUM EXTENT FEASIBLE. APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Applicant
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
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Specialized
Billing
X
General Condions & 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.
This permit and plans must be posted at the job site at all times.
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.
Call 425.430.7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
տ New Construction տ Repair/Relocate տ Underground տ Overhead տ Sidewalk տ Street
տ Open Trench տ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Puget Sound Energy - Electric
101111448
MARITA BOND
253-395-6346
MARITA.BOND@PSE.COM
400 S 43rd St 98055 101111448 UW VMC MOB
Schedule 73 OH to UG electric conversion on Talbot Rd S. Client to open trench
roughly 100 ft per day. Crew to park along West side of Talbot Rd S to set vaults. PER VARIANCE APPROVAL MEETING:
REPLACING 1 POLE AND SETTING 1 GUY POLE. PLEASE SEE ATTACHED.
1116' +/-
Potelco Inc. 253-395-6346
BL005109 Poteli*227PL
2-21-19Marita G. Bond Digitally signed by Marita G. Bond DN: cn=Marita G. Bond, o=Municipal Relations, ou=Street Use Permitting, email=marita.bond@pse.com, c=US
Date: 2019.02.21 16:06:17 -08'00'
MFP19001471
Scott Warlick 3/25/2019
Justin Johnson 4-2-2019
All trees need to be protected to the
maximum extend feasible.
final conduit route shall be determined at on site
Pre-Construction meeting.
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
OFFICE COPY T-
CONTRACTOR
DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
Permit Holder agrees to all the following:
•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.
•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
through 47.36.220, 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.
•By my signature herein, I acknowledge all the above requirements.
PRINT NAME: DATE:
SIGNATURE:
Reset FormPrint Form
PSE/Potelco Inc.
DAVE HONEYSETT 253-245-0883
6905 S 228th St, Kent, WA 98032
DAVID.HONEYSETT@PSE.COM
400 S 43RD ST
TBD
TBD
MARITA BOND 2-21-19
Marita G. Bond Digitally signed by Marita G. Bond DN: cn=Marita G. Bond, o=Municipal Relations, ou=Street Use Permitting, email=marita.bond@pse.com, c=US Date: 2019.02.21 16:06:42 -08'00'
MFP19001471
Justin Johnson
4-2-2019
8:00 am to 3:00 pm
Monday through Friday
SKETCH
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-- NORTH --
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NOTES:
•Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
•The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three
working days prior to work.
•Approved Temporary Traffic Control Plan must be at the work site during work hours.
•Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected
by a temporary lane or road closure.
•Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
•Total road closure lasting more than 24 hours is subject to the approval by the City Council.
•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:
•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
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).
1. GENERALPre-construction Notify appropriate City orCounty 48 to 72 hours or as required bypermitting agency before starting work onany right-of-way involving a permit.Follow all requirements as outlined by thepermitting agency.Locate and mark all underground utilitiesprior to start of construction. If there is aconflict with the intended trench route asshown on the site plan and existingutilities or obstructions, trench route mayneed to be moved to opposite side ofstreet. Cooperation with Quality Inspector,Puget Sound Energy Contractor, City orCounty authorities during Pre-constructionmeeting will determine the final trenchroute.2. Existing UtilitiesHand excavate (pothole) all marked utilitycrossings to verify exact location anddepth at point of crossing. Protectunderground utilities during excavation.Use hand excavation methods if necessaryto avoid damage. Fabricate and installadequate temporary structures to supportand protect underground utilities whileexposed during construction.Maintain 12" minimum clearance atcrossings between existing utilities andnew duct installations. Transition trenchor tunnel profile gradually as required atcrossings. Maintain 24" minimumseparation between new trench or tunneland parallel existing utilities or as requiredby the PERMIT AGENCY.In the event of damage to an undergroundutility, notify Puget Sound Energy at once.Contractor agrees to make work force andresources available at once to PugetSound Energy or municipal authorities torepair damage at no cost.3. Work DrawingsMaintain on site, in good condition, acomplete file of all work drawings. Thesedrawings shall be available at all times toa Puget Sound Energy representative.Corrections and changes made during thejob shall be recorded continuously onthese drawings. All undergroundelectrical facilities shall have a minimumof 36 inches of cover. Any change mustbe approved by the PSE engineer orproject manager. Furnish Puget SoundEnergy a complete set of as built prints(foreman's copies) at the end of the job.4. SafetyProvide signs, barricades, and trafficcontrol in conformance with localjurisdictions and regulations. Provideflagging and or other vehicle traffic controlas needed in conformance with localregulations. (see SPM # 100.4000) Provideadequate signage and protection to trafficduring non-working hours. Maintaintraffic flow as required by permittingagency. Provide signs and barricades towarn pedestrians, motorcycles andbicycles.Install warning barricades at least every 50feet along the trench route from the timethe trench is opened until the trenching iscomplete.5. Existing SystemsMaintain existing electrical system in serviceuntil new system is complete, tested, andready for service. Disable existing systemonly to make cutovers and connections asdirected by Puget Sound Energy'srepresentative.ELECTRICAL1. ConduitConduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCHL 80 or 2", 3", 4", or 6"SCHL 80 for direct burial. Maintain 36" minimum cover above top conduit at all times or asrequired by the permitting agency.Where conduit is routed from road edge to vault location, maintain 36" minimum cover above topconduit at all times or as required by the permitting agency. Bends shall be made with as long aradius as possible (48" minimum). Avoid making sharp bends or kinks in conduit duringinstallation. Obtain exact location of conduit entrance into vault from Puget Sound Energy beforepenetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed andcap conduit to prevent the entry of dirt and moisture.Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench asstraight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runsmay be stacked vertically. Where conduit must be pulled through a trench to allow a crossingunder an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,cut the conduit ahead of kink and 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 a polyethylenejacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV servicewith a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be runwith each 3 phase circuit of 750 MCM.Install cable into existing or new conduit systems using approved installation equipment.Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall benon-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall notbe used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall beequipped with instrumentation to continually monitor and record peak tension encountered duringa pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately ifpulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceedminimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energyapproved lubricant to cable continually during pulling to reduce pulling tension and to permit futureremoval.Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipmentand prevent un-necessary damage to sidewalks.Train and coil cables in vaults as required to form a smooth transition from conduit to termination.if terminations are to be performed by others, coil 15' of cable in vault and cap end.3. Terminations and SplicesInstall approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-5119. Unless otherwise directed, approved terminations will be load break elbows in vaults andcold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splicecables 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. Useprecast neck and shaft sections to bring manhole entrance to proper elevation. Install manholesplumb. Set the top of each manhole to finished elevation or no higher than 6" above existing roadelevation. Install hillholders as required on sketch or by construction notes.5. GroundingInstall ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cableis terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depthin undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2copper jumper or to Concentric neutral at each splice vault location. Minimum groundingrequirement 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 with wall.Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Returnscrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults asrequired by permitting agency.7. Traffic ControlAll traffic control to comply with current specifications in M.U.T.C.D.Provide temporary wiring and connectionsto maintain existing systems in serviceduring construction; if a scheduled outageis not possible. When work must beperformed on energized equipment orcircuits, use qualified personnel for suchoperations.EARTHWORKSee Puget Sound Energy SPM 6800.40501. Back hoe, Hand Dug ExcavationsPaved SurfacesCut the edges of the trench prior todigging. Use the narrowest bucketpractical or plow off the edge of pavedsurface far enough to minimize asphaltdisturbance. Repair any blow out areas(where edge has been broken) bysawing. The depth of the trench shall beenough to allow 36" of cover . Backfillmaterial shall be Controlled Density Fill(CDF) cover or select fill (5/8" minus) tomeet permit requirements.Unpaved SurfacesConduit/cable trenches are to beexcavated just off the existing road edgeor in the shoulder of the road behind theexisting ditch line. Contractor shall usea back hoe with the narrowest widthbucket practical or plow. Trench shallbe deep enough to allow a minimum of36" of cover over the top most cable. Allditch crossings shall have a minimum of36" cover from the lowest point withinthe existing ditch line.Culverts; when installing facilities undera culvert, excavation must be filled withpacked crush rock. If any culvert isdamaged it will be repaired or replacedin accordance with permitting agencyand contractors responsibility.Spoils shall be removed quickly tominimize blocking of traffic. All spoilsand wastes become the property of thecontractor immediately upon removal.Remove spoils and wastes promptly toan approved disposal site. Removespoils containing asphalt or concrete toa disposal site specifically approved forsuch materials. Provide Puget SoundEnergy with a disposal receipt for allspoils.2. BackfillUnpaved Road SurfacesBackfill for unpaved road crossingsshall consist of 1-1/2" to 2-1/2" materialcompacted to 95% density. Backfill forunpaved road sections shall consist ofnative material compacted to 95%density.At the end of each workday, backfill orplate all trench, remove all spoils andclean roadway surface of largehazardous debris.3. Surface RestorationUnpaved SurfacesRestore ground surface to originalcontour. Restore to original condition orbetter.4. LandscapingArrange and perform work to minimizeimpact to existing landscaping. Restorelandscaping that has been disturbedduring the course of work, includingseeding of banks and fills. Vaults set inbank areas may require re-sloping thesurrounding land to avoid sloughing.Leave area in its original state or betterat the end of construction. Hand dig ifrequired to prevent damage to tree roots.UW VMC MOBSCHEDULE 73OH TO UG DISTRIBUTION CONVERSIONSCALE: 6" = 1 MILEOVERHEAD MAP - BEFORENOTE: DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDINGEXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE,SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS,COMPACTION, ALL HARD SURFACE RESTORATION AND RELATEDLANDSCAPING RESTORATION. DEVELOPER TO PROVIDETEMPORARY EXCAVATION PLATING (IF REQUIRED).ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TOROAD. STRAIGHT CROSSING ONLY.Owner / Developer Contact InfoofficeATTN:VALLEY MEDICAL CENTER400 S 43RD STRENTON, WA 98055BECKY HARDI(425)228-3440 EXT. 5638101111448-R1
THIS 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.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.GASPHONECABLE TV505745573 101111448N/A583059480N/A584043184N/A593196010N/A594121093N/AN/A N/AN/A N/AN/A N/APROJECT PHASEPWRNOTIF# ORDER#SuperiorRemoval of OH TRfRemovalOH MiscDistributionHP MainHP Svc/MSAPSENoNoNoYesYesYesNoYesDeveloper"Flagging Required""Outages Required""Locates Required"XXXXE-Mail:Cell Phone:Project Manager Contact Information:Manager:Dave Honeysett253-245-0883David.Honeysett@pse.comNVicinity MapN/AUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 1 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AJOB SITEJOB SITE108106553Removal of UG TRfOH MiscMFP19001471
T81427T8142740TT8142665T316495-165921316493-16592125kVA 120/240V (A)316530-165940AØEHY031AØEH
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BØEHY013CØEHY014AØEHY021BØEHY022CØEHY023316484-165918AØEHY009BØEHY010CØEHY011SCALE: NONEUNDERGROUND MAP - BEFORESCALE: NONEUNIVERSAL MAP - AFTER101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 2 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AWORK AREA SCALE: NONEUNDERGROUND MAP - AFTERWORK AREA WORK AREA MFP19001471
FLOW DIRECTIONLAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,SECURE WITH PEA GRAVEL BAGS (MID 9995692).6'3'8"TECHNIQUES FOR EROSION AND SEDIMENT CONTROLFILTER FENCE DETAILNot to Scale 0150.3200UTILITY POLE EROSION CONTROL DETAILTOP VIEWDRY DRAINAGE DITCH or DRY VEGETATED SITESLOPEPlace gravel bags forSediment TrapPlace straw mulchon disturbed areaExcavated orAugered HolePoleSLOPENot to scaleDrainage ditches or Dry vegetated sitesTOP VIEWExcavation - 10-1/3 cubic yardsSIDE VIEWRockCrushed6"4'-4"2"8'8'Not to scale6045.5000-1VAULT & EXCAVATION DETAIL @V01TOP VIEWSIDE VIEWEXCAVATION: 4-2/3 CUBIC YARDSRockCrushed6"3'-6"2"6'6'48"VAULT & EXCAVATION DETAIL @V03Not to scale 6045.10004'-0"1'-0"5'-8"8"7'-0"Tubes for 1"adjustable bolts ( 4)Cover2,490 lbsTop Section1,835 lbsBase4,760 lbs4'-8"(2) 3' SquarePlate DoorsNOTE: For Installations in pavement or sidewalks with adjustable coverSIDE VIEWTOP VIEW9'-0"11'-0"2"6'-0"6"CrushedRock3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards.4'-8" x 7' Handhole ( 575) w/adjustable CoverMID#: 7663206VAULT & EXCAVATION DETAIL @J02 and J03Not to scale6051.1500Excavation - 20 cubic yardsNot To ScaleANCHOR DETAIL - TRIPLE HELIXField FaceQuadrantRoad FaceQuadrantClimbingSpace5" MinCLDirection of Vehicular TrafficCLTOP VIEWCONDUIT RISER PLACEMENT DETAILSCALE: NONE10'10'APPROVEDTRANSFORMERAREA10'TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOF4'-8"3'-6"4'-8"6"20"4'-8"5'-6"44"3,600 lbs1,657 lbs48"42"36"38"42"Struts1950 lbsTV & TELElectric Service Cable in Conduit Schedule 80 Grey PVCExcavated Dirt PileFinal Grade24" Min24" Minto36" MaxCoverSeparation12" Min20" Min JOINT TRENCH DETAILElectric Service Cable in Conduit (NTS)To Excavated Dirt Pile36" MINIMUM COVERIN RIGHT OF WAYBackfill for ConduitFree of rockslarger than 8"in diameter)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.COOLING5' MIN5' MIN10' MIN5'MINFINSACCESSCONCRETE PADMINIMUM CLEARANCES FOR PADMOUNT TRANSFORMERCURB OR EDGE OF PAVEMENTCURB OR EDGE OF PAVEMENT5' MINROAD ORPARKING AREATYP. PAD& TRANS-FORMER3'MIN3' MIN3' MINDOORACCESSDOORREQUIREDWORK SPACEAREANot to scalePSE 1730 POLYETHELYNE HANDHOLE PLAN VIEW2"APPROX30"APPROX17"ELECTRIC4' - 5"PENTABOLTLOCK COVER5' - 6"18"SIDE VIEW4" X 4"KNOCKOUT(2 PLACES)APPROX 27"APPROX 40"20"CONDUITS ENTER FROM BENEATHAT ONE END OF HANDHOLESINGLE PHASE SECONDARY HANDHOLE EXCAVATION DETAILNot to scale3'MINTOP VIEW6'MINVAULT LID3'MIN3'MIN3'MINROAD SIDE (PREFERRED)FIELD SIDE (PREFERRED)TOP VIEW VAULT LID6775.0035.02Not to scaleARE 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 JURISDICTION REQUIREMENTS. JOINT TRENCH DETAILPrimaryDirt PileFinal Grade24" Min36"Min CoverOver Power48"MaxDepthFinal BackfillGas4" Sand BeddingProperty Lineintercept (depth varies).SidewalkCurbLocation of roof drain48" TypicalWidth may vary perNumber of Utilitiesand Conduits6" or 12" Min Sand ShadingOver Gas after Compaction12" MinR/W orExcavated12" TypicalPowerSecondaryPowerTV & TELNOTES: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.12" Min12" MinSeparation4,51,21366" or 12" Min Sand Shading Over Power after Compaction1Primary & Secondary-Mainline Gas & Communications (NTS)Cables should enter the vault so that all ofthe cables will lay in the same direction.TOP VIEWJ- BOX CABLE ENTRY DETAILNot to scale101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 3 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/APSE ENTRYENTRY POSSIBLE CUSTOMER ENTRY POSSIBLE CUSTOMER TYPICAL NOTCH-OUT FOR TRANSFORMER,NOT TO SCALE& SECONDARY PEDESTAL/HANDHOLEBACK OF EASEMENTSTANDARDEASEMENTLINEROW10'PL1'4' - 5'Min.1'7'7'TRANSFORMER(WHEN PRESENT)6" to 12"Under NormalConditions40" Min for Single Helix65" Min for Triple HelixNot To ScaleANCHOR DETAIL - SINGLE HELIXMFP19001471
316533-165945316513-166091150 kVA 120/208V316501-165939316480-1659393X50kVA 120/208V316480-165930316495-1659213901176003901177109613962517715963096221762096129622963060139011760039011771096139625177159630962217620961296229630601316530-165940316534-165928112 kVA 277/480V316533-165941100T UNKTalbot Rd SS 177th STVIC16316503-16593725kVA 120/240v316504-165959316526-1659403x25kVA 277/480v316505-16594965T T8142750'60'316533-16594140TSW#T81426SOL #T81663316526-165940316486-165934100TSW#T81428SOL#T81662#2 ACSRC
336.4 MCMACSRCBA336.4 MCMACSRCBA316486-16593465T X1531316487-165934316484-165918316493-16592125kVA 120/240V (A)961396139622VIC1617600316502-16597225kVA 120/240V316504-16593725T316502-165941CUSTOMERRESPONSIBILITYBUSH REMOVALTREE316505-165944OVERALL SITE PLANSCALE: 1" = 30'101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 4 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AMFP19001471
316533-165945316513-166091150 kVA 120/208V316501-165939316480-1659393X50kVA 120/208V6480-165930151760039011772217710961396309622176209612962217600390117722177109613963096221762096129622316530-165940316533-165941100T UNKTalbot Rd SS 177th STVIC16316503-16593725kVA 120/240v316504-165959316526-1659403x25kVA 277/480v50'60'#2 ACSRC
336.4 MCMACSRCBA336.4 MCMACSRCBA316486-16593465T X1531316487-165934VIC16316504-16593725T316502-165941CUSTOMERRESPONSIBILITYBUSH REMOVALTREESITE PLAN - OH DISTRIBUTION REMOVALSCALE: 1" = 30'WIRE REMOVAL TABLELocationWire Size & Type QuantityLength (perconductor)RemarksFrom ToP01 P02336 MCM Pri355P01 P024/0 ACSR NEU 155P02 P03336 MCM Pri3260P02 P034/0 ACSR NEU 1260P03 P04#4 CU 2250P03 P06336 MCM Pri 4160Total Feet (336 MCM PRI = 1585'), (#4 CU = 500'), (4/0 ACSE NEU = 305) REMOVEDREMOVE CABLE SCHEDULECABLENO.SAPEQUIPLOCATIONSCABLE(LF) ESTEXISTING CABLEMFG. NAMEEXISTING CABLEMFG. DATECABLEREPLACED?FROM TO31523 10633827J01 P0111431524 1063383811431525 10633855114EHU389INSTALLED on101114412P03 V02 904381 10601781J04 V041274382 106017971274383 1060181212718818 10669339P07 J0410118819 10669349 10118820 10669360 101 TOTAL 1116' POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERSSITE#POLE DATA POLETEL TV FIBER TRAN RMVDID NUMBERGRID # HEIGHT CLASS YEAR TOPPED RMVDP04 316504-165959 40 1962Removed at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER REMOVALCompany ID#:Primary phase connected to:Tested Secondary VoltageP02316526-16594025kVARemoved at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER REMOVALCompany ID#:Primary phase connected to:Tested Secondary VoltageV02316503-16593725kVARemoved at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER REMOVALCompany ID#:Primary phase connected to:Tested Secondary VoltageP02316526-16594025kVARemoved at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER REMOVALCompany ID#:Primary phase connected to:Tested Secondary VoltageP02316526-16594025kVASITE NOTES:P01 (316533-165941)- EXISTING 45' CL3 POLE TO REMAIN- REMOVE OH TO UG 3Ø TERM AND CONDUIT- REMOVE DOUBLE ARMP02 (316526-165940)- EXISTING TRANSMISSION POLE TO REMAIN- REMOVE OH 3Ø TRANSFORMER BANK- REMOVE SECONDARY RISERH01- REMOVE EXISTING HANDHOLEP03 (316504-165937)- EXISTING TRANSMISSION POLE TO REMAIN- REMOVE OH TO UG 1Ø TERM- RETIRE SWITCH NUMBER X80976- REMOVE LATERAL TAP- RETIRE SWITCH NUMBER X80975- REMOVE DOUBLE ARMS- REMOVE RISERSV02 (316503-165937)- REMOVE TUT AND VAULTP06 (316486-165934)- EXISTING POLE TO REMAIN- REMOVE 3Ø OH TO UG TERM- RETIRE SWITCH NUMBER X1531- REMOVE DOUBLE ARMSJ04 (316487-165934)- REMOVE B/O VAULTSPAN NOTES: (SECONDARY WIRE/CABLE)P02 TO H01- REMOVE OH TO UG SECONDARY CABLEP03 TO V02- REMOVE UG TO OH SECONDARY CABLEP03 TO M02- REMOVE OH 1/0 TPX101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 5 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ACIRCUIT FOOTAGE REMOVED OH 1158', & UG 1116'961396259622MFP19001471
316533-165945316513-166091150 kVA 120/208V316501-165939316480-1659393X50kVA 120/208V6480-16593015316495-165921176003901177221771096139625177159630962217620961296229630176003901177221771096139625177159630962217620961296229630316530-165940316534-165928112 kVA 277/480VTalbot Rd SS 177th STVIC16316505-16594965T T8142750'60'316533-16594140TSW#T81426SOL #T81663316526-165940316486-165934100TSW#T81428SOL#T81662316484-165918316493-16592125kVA 120/240V (A)961396139622VIC1617600316502-16597225kVA 120/240V316504-16593725T316502-165941CUSTOMERRESPONSIBILITYBUSH REMOVALTREE316505-165944SITE PLAN - DISTRIBUTION NEWInstalled at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER INSTALLATIONCompany ID#:Primary phase connected to:Tested Secondary VoltageMaterial ID#:V03316493-16592125kVA6247000POLE TABLE (NEW)Site#Pole DataGrid #HeightClassYearRemarks / Location Ref.P05 316505-165949 45 H6 2019PSE Equip #SERVICE RELOCATIONS AND CONVERSIONSNAME AND ADDRESSMeter NumberOld Point ofDeliveryNew Point ofDeliveryService Notes17602/17620 Talbot Rd S#COMCABU02524987 316526-165940 316567-165960Service Incorrectly Mapped3901 Talbot Rd SZ006525299 316526-165940 316534-165928Existing UG Svc to Remain17620 Talbot Rd SU095242581 316503-165937 316505-165949Existing OH Svc to be Converted9612 S 177th StH096190937 316504-165959 316505-165949Existing OH Svc to Remain9622 S 177th StU095222005 316504-165959 316505-165949Existing OH Svc to Remain9613 S 177th StU094222015 316504-165959 316505-165949Existing OH Svc to Remain9625 S 177th StU098056125 316504-165959 316505-165949Existing OH Svc to Remain17710 Talbot Rd SSITE NOTES:P01 (316533-165941)- EXISTING POLE TO REMAIN- INSTALL (6) 12kVA ARM-MOUNTED DEADENDS (DDEU015)- MOVE LIGHTNING ARRESTOR TO C/O ARM- REMOVE (3) S ONCE CONVERSION IS COMPLETE- INSTALL SWITCH NUMBER T81426 ON EXISTING 100T SWITCH- INSTALL (3) 15kV 750 MCM AL CS TERM (TSU3DF1)- INSTALL (3) 600A SOLID BLADE DISCONNECT SWITCH- INSTALL SW #T81663- INSTALL (2) 7/16 PRIMARY GUY AND (1) 3/8 NEUTRAL GUY; ATTACH TO TRIPLE HELIX1.5" ROD (18' S)- INSTALL (1) 6" CONDUIT RISER ON NEW 24" S/O BRACKET (RIS6CSS) ______________ACTUAL- INSTALL (1) 4" CONDUIT RISER ON S/O BRACKET (RIS4CSS) __________' ACTUAL- INSTALL 10' 6" SCHL 80 SPARE CONDUIT ON S/O BRACKET WITH CAP- INSTALL 10' 4" SCHL 80 SPARE CONDUIT ON S/O BRACKET WITH CAPP05 (316505-165949)- INSTALL 45' CL2 POLE AND GROUNDS (PD452)- INSTALL 15' 42" STEEL CASING MID:9997498- INSTALL 9' DOUBLE ARM (ARD4S09)- INSTALL (2) 12kV PRIMARY AND NEUTRAL ARM-MOUNTED #2 ACSR DEADEND (E)(DE2115A)- TRANSFER OH #2 ACSR SINGLE PHASE PRIMARY AND NEUTRAL; NEUTRAL INPRIMARY POSITION- INSTALL (1) 12kV SINGLE PHASE UG TO OH LI TERM, FUSE @ 65T (UTSU1L1)- INSTALL SWITCH NUMBER T81427- INSTALL STIRRUP, BOLTED AND HOT CLAMP- INSTALL LB C/O AND FUSE AT 15T- TRANSFER OH 37.5kVA TRF FROM P04 TO P05 HANG ON (E) SIDE- INSTALL (2) RIGID CLEVIS (W & E)- TRANSFER OH SVCS; "9612", "9622", "9613", "9625"- TRANSFER STREET LIGHT- INSTALL (1) 2" RISER CONDUIT ON NEW S/O BRACKET (RIS2CSS), ± 30' ____' ACTUAL- INSTALL (1) 3" RISER CONDUIT ON S/O BRACKET (RIS3CSS), ± 30' ____' ACTUAL- INSTALL 10' 2" SCHL 80 SPARE CONDUIT ON S/O BRACKET WITH CAP- INSTALL GRID NUMBER 316505-165949P06 (316486-165934)- EXISTING POLE TO REMAIN- INSTALL 11' 8P DOUBLE ARM (ARD4H11)- INSTALL (6) 12kV ARM-MOUNTED DEADENDS (DDEU015)- REMOVE (3) N ONCE CONVERSION IS COMPLETE- INSTALL 9' SINGLE ARM (TSU6S33)- INSTALL (3) 12kV 3Ø OH TO UG TERM- INSTALL (3) L/I C/O AND FUSE AT 100T- INSTALL SWITCH NUMBER T81428 ON EXISTING 100T SWITCH- INSTALL (3)15kV 750 MCM AL CS TERM- INSTALL (3) 600A SOLID BLADE DISCONNECT SWITCH #T81662- INSTALL (2) 7/16 PRIMARY GUY AND (1) 3/8 NEUTRAL GUY; ATTACH TO TRIPLE HELIX1.5" ROD (18' N)- INSTALL (1) 6" CONDUIT RISER ON NEW S/O BRACKET (RIS6CSS) _____________ACTUAL- INSTALL (1) 10' 6" SCHL80 SPARE CONDUIT ON 24" S/O BRACKET WITH CAP- INSTALL (1) 4" CONDUIT RISER ON S/O BACKET (RIS4CSS) ____________ACTUAL- INSTALL (2)10' 4" SCHL80 SPARE CONDUIT ON S/O BRACKET WITH CAP- INSTALL (1) 3" CONDUIT RISER ON S/O BRACKET (RIS3CSS) ____________ACTUALP07 (316505-165944)-INSTALL 35' CL 2 GUY STUB POLE (PS352) AS STAKED-INSTALL (1) 3/8" SPAN GUY, ± 50' FROM (P05)(GYD3OW)-INSTALL (1) 10" SINGLE HELIX L=15' (GYD3SA)V01 (316534-165928)-INSTALL NEW HH 4'-8" X 4'-8" X 3'-6" VAULT MID:7663900 (PM3P15S) STD:6045.5000-INSTALL NEW COVER HH 4'-8" X 5'-6" X 6" W/20" X 44" ACCESS MID: 7655200-INSTALL NEW 3Ø 112kVA TRF 277/480v MID: 6259050V03 (316493-165921)-INSTALL NEW MP HH 36" X 42" X 38" SMALL MINI 21" X 24" HLE MID:7662010 (MINI15S)STD:6045.1000-INSTALL NEW 1Ø 25kVA TRF 120/240v MID: 6247000J02 (316495-165921)-INSTALL NEW HH 4'-8" X 7' X 6' W/ADJ PC H20 VAULT MID: 7663206 (JBOX15A) STD:6055.1030-INSTALL 3Ø JBOX 200A 15KV 4BSH W/HDWR MID:7625900-INSTALL (9) 12KV 1/0 SOL JACK ELBOW (ELB10J)J03 (316484-165918)-INSTALL NEW HH 4'-8" X 7' X 6' W/ADJ PC H20 VAULT MID: 7663206 (JBOX15A) STD:6055.1030-INSTALL 3Ø JBOX 200A 15KV 4BSH W/HDWR MID:7625900-INSTALL (6) 12KV 1/0 SOL JACK ELBOW (ELB10J)H02-INSTALL NEW HH & COVER, PE 17" X 30" MID:7664500 STD. 6050.2000-INSTALL (3) CONN BAR, #10-350 6-POS MID:7651006M02- TRANSFER EXISTING 200A METER TO NEW UG METER BASEInstalled at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER INSTALLATIONCompany ID#:Primary phase connected to:Tested Secondary VoltageMaterial ID#:V01316534-165928112kVA6259050SCALE: 1" = 30'CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLEBLDG.# OFMETERSSOURCE # OF RUNS WIRE SIZE REMARKS176201H02-39011V01ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 6 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AFAULT CURRENT TABLE1Ø PM TRANSFORMERS (240/120V)120V WINDINGS 240V WINDINGSLOCATION SIZE R/XMIN.%ZFAULTCURRENTMIN.%ZFAULTCURRENTV03 25KVA 0.8 2.239,300 AMPS1.76,100 AMPSFAULT CURRENT TABLE3Ø PM TRANSFORMERS (480Y/277V)120V WINDINGS 208V WINDINGSLOCATION SIZE R/XMIN.%ZFAULTCURRENTMIN.%ZFAULTCURRENTV01112KVA0.3--1.658,200 AMPSCIRCUIT FOOTAGE ADDED 3Ø490', 1Ø 465', 750MCM FEEDER 530'TRANSMISSIONTRANSMISSIONCUSTOMER OWNED,INSTALLED, &MAINTAINED SVCCUSTOMER OWNED,INSTALLED, &MAINTAINED SVCNew pole at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER TRANSFERCompany ID#:Primary phase connected to:Tested Secondary VoltageP05316505-16594937.5kVAVault & Equipment TableSiteGridNumberVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBDCV01316534165928HH 4'-8"X4'-8"X3'-6" 4'-8"X5'-6" W/20"X44" LIDMatid: 7663900112KVA PM TRF277/480vMatid: 62590503-V03316493165921HH 36"X42"X38"SMALL MINI 21"X24" HLEMatid:766201025KVA MP TRF120/240vMatid: 62470003-V04316480165939EXISTING115KVA TUT TRF120/208v3-J01316530165940EXISTINGJBOX 200A4BSH W/HDWRMID:76259009-J02316495165921HH 4'-8"X7'X6' W/ADJ PCH20 VAULTMID: 7663206JBOX 200A4BSH W/HDWRMID:76259006-J03316484165918HH 4'-8"X7'X6' W/ADJ PCH20 VAULTMID: 7663206JBOX 200A4BSH W/HDWRMID:76259003-H01HH & COVERPE 17"X30"MID:7664500#10-3506-POSMID:7651006--MFP19001471
316533-165945316513-166091150 kVA 120/208V316501-165939316480-1659393X50kVA 120/208V316480-1659302/15316495-165921176003901177221771096139625177159630962217620961296229630176003901177221771096139625177159630962217620961296229630316530-165940316534-165928112 kVA 277/480VTalbot Rd S
S 177th STVIC16316505-16594965T T8142750'60'316533-16594140TSW#T81426SOL #T81663316526-165940316486-165934100TSW#T81428SOL#T81662316484-165918316493-16592125kVA 120/240V (A)961396139622VIC1617600316502-16597225kVA 120/240V316504-16593725T316502-165941CUSTOMERRESPONSIBILITYBUSH REMOVALTREE316505-165944TREE SITE PLANSCALE: 1" = 30'UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPDave Honeysett253-245-08834/17/18J. REIBMANN/A4/17/18N/AN/AN/AJ. REIBMANN/A4/17/18RentonValley Medical Center Tree Plan4011 Talbot Rd S, Renton WA 98055N/AN/AN/AAS NOTED1 OF 1KINGN/AN/ACSPSKEINT23N, R05E, NE SEC 31N/AN/A2305E1212305E1242305E121VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ATRANSMISSIONTRANSMISSIONCUSTOMER OWNED,INSTALLED, &MAINTAINED SVCCUSTOMER OWNED,INSTALLED, &MAINTAINED SVCAll trees need to be protected tothe maximum extend feasible. final conduit route shall bedetermined at on sitePre-Construction meeting.MFP19001471
316480-1659393X50kVA 120/208V316486-165934100T NEW SW #T81428NEW SOL #T81662316495-165921316493-16592125kVA 120/240V (A)316484-165918316530-165940316534-165928112 kVA 277/480V316533-16594140T NEW SW#T81426NEW SOL#T81663316505-16594965T T81427Customer to overexcavate to exposewire for reroutingCustomer supplied4'x4' WorkpitCustomer Supplied4'x4' WorkpitCustomer Supplied4'x4' WorkpitCustomer Supplied4'x4' WorkpitCustomer Supplied4'x4' WorkpitCustomer Supplied4'X4' WorkpitCustomer Supplied11'x9' WorkpitCustomer Supplied5'6"x4'5" WorkpitCustomer Supplied8'x8' Workpit(1) 6" SCHL 80, ± 470'&(1) SPARE, ± 470'(2) 4" SPARES SCHL 80, ± 470' X 2(1) 4" SCHL 80, ± 10'(1) 4" SCHL 80, ± 10'(1) 2" SCHL 80, ± 375'& (1) SPARE, ± 375'(1) 4" SCHL 80, ± 105'CHARGE TO 105084325Existing Conduit 4" CONDUIT(1) 4" SCHL 80, ± 115'(1) 4" SCHL 80, ± 35'(1) 3" SCHL 80, ± 100Customer ProvidedExisting Customer ServiceCustomer Responsible ForConduit & Cable From Meter To V01(1) 3" SCHL 80, ± 80'(1) 2" SCHL 80, ± 30'70'30'15'15'25'90°R=60"Customer supplied11'x9' WorkpitCustomer Supplied5'X10' Workpit(1) 4" SCHL 80, ± 35'35'55'15'15'90°R=48"90°R=48"15'65'Customer Supplied6'x6' Workpit2x45°R=48"2x45°R=48"2x45°R=48"2x45°R=48"80'80'90'90'300'300'65'40'120'255'2x90°R=48"10'90'90°R=4810'10'45'2x45°R=48"2x45°R=48"90°R=60"CONDUIT DIAGRAMSCALE: NONE101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 7 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AMFP19001471
316480-1659393X50kVA 120/208V316495-165921316493-16592125kVA 120/240V (A)316484-165918316530-165940316534-165928112 kVA 277/480V316505-16594965T T_____1 RUN OF 350 SEC UG, ± 150'CUSTOMER PROVIDED SERVICE1 RUN OF 1Ø 1/0 PRI, ± 415'NEW CABLE TAGAØEHY0311 RUN OF 1Ø 1/0 PRI, ± 415'NEW CABLE TAGAØEHY025BØEHY026CØEHY0271 RUN OF 3Ø 1/0 PRI, ± 140'NEW CABLE TAGAØEHY028BØEHY029CØEHY0301 RUN OF 3Ø 1/0 PRI, ± 75'NEW CABLE TAGSAØEHY021BØEHY022CØEHY0231 RUN OF 1Ø 1/0 PRI, ± 50'NEW CABLE TAGAØEHY0241 RUN OD 350 SEC UG, ± 120'1 RUN 750MCM FEEDER, ± 530'NEW CABLE TAGSAØEHY018BØEHY019CØEHY0201 RUN OF 3Ø 1/0 PRI, ± 30'NEWCABLE TAGAØEHY009BØEHY010CØEHY0111 RUN OF 3Ø 1/0 PRI, ± 50'NEW CABLE TAGAØEHY012BØEHY013CØEHY014CUSTOMER OWNED, INSTALLED,& MAINTAINED SERVICE316486-165934100T NEW SW #T81428NEW SOL #T81662316533-16594140T NEW SW#T81426NEW SOL#T81663CABLE DIAGRAMSCALE: NONE101111448-R1
UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPDave Honeysett 253-245-0883 4/17/18J. REIBMAN N/A 4/17/18N/A N/A N/AJ. REIBMAN N/A 4/17/18RW#112329 RentonValley Medical Center SCHL 73OH to UG Distribution Conversion4011 Talbot Rd S, Renton WA 98055N/A N/AN/A 101111448-R1AS NOTED 8 of 8KING N/A N/A CSPSKEINT23N, R05E, NE SEC 31 N/A N/A2305E121 2305E124 2305E121 VIC-16N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ASECONDARY & SERVICE CABLE & CONDUIT TABLELOCATION CABLEAssumedLot CornerCONDUIT VOLTAGEDROPVOLTAGEFLICKERASBUILT INFORMATIONSIZE LENGTHDesign(ft)SIZE LENGTHDesign(ft)BENDSForeman - CompleteFROM TO(1/0,4/0,350)to Meter(ft) (in)90° 45°22° 11°(Percent) (Percent) Actual Amount Installed (Conduit & Cable)P06 H02 350 150NA31001P07 V03 350 120 3 801PRIMARY CABLE & CONDUIT TABLELOCATION CONDUIT PRIMARY CABLEASBUILT INFORMATIONSIZE Qty LENGTHDesign(ft)BENDSPULL PULLCable LENGTHDesign(ft)Cable NumbersForeman Please RecordForeman - CompleteFROM TO(in)90° 45°22° 11°(lbs)Rev(lbs)SizeABCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)V01 J014110 104.0 104.03Ø 1/0 PRI30 EHY009 EHY010 EHY011J01 P0141101202.6 84.63Ø 1/0 PRI50 EHY012 EHY013 EHY014P01 P07424704SPARESP01 P07 6147021763.1 1529.4 750 MCM 530 EHY018 EHY019 EHY020P01 P07 614702SPAREP07 J034140 96.6 220.63Ø 1/0 PRI80 EHY021 EHY022 EHY023J02 V0321301147.8 147.81Ø 1/0 PRI50 EHY024J03IP1 4 1401473.6447.43Ø 1/0 PRI180 EHY025 EHY026 EHY027J03 V044 1 EXTJ03 J02411202230.3 210.33Ø 1/0 PRI140 EHY028 EHY029 EHY030J02EM1 4 11101J02 P06213801294.0 231.71Ø 1/0 PRI420 EHY031J02 P06213801SPARESCH'L 80 CONDUIT 2" TOTAL = 790'SCH'L 80 CONDUIT 4" TOTAL = 1270'SCH'L 80 CONDUIT 6" TOTAL = 940'TOTAL 90° 4"=3TOTAL 45° 4"=61Ø 1/0 PRI TOTAL = 470'3Ø 1/0 PRI TOTAL = 480' X 3 = 1440'750 MCM FEDDER TOTAL = 530' X 3 = 1590'TOTAL 45° 6"=4TOTAL 90° 2"=3MFP19001471
CHANNELIZATIONDEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Job#101111448
400 S 43RD ST, RENTON, WA
5/9/2018
Sheet 1 of 3 Eduard.Volianskiy@pse.com
(425) 4246428
PSETraffic Control Supervisor:
Eduard Volianskyi
Card No. 010041Card Exp. 11/30/2019Eduard.Volianskyi@pse.com
(425) 4246428
MFP19001471
CHANNELIZATIONDEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Job#101111448
400 S 43RD ST, RENTON, WA
5/9/2018
Sheet 2 of 3 Eduard.Volianskiy@pse.com
(425) 4246428
PSETraffic Control Supervisor:
Eduard Volianskyi
Card No. 010041Card Exp. 11/30/2019Eduard.Volianskyi@pse.com
(425) 4246428
MFP19001471
CHANNELIZATIONDEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Job#101111448
400 S 43RD ST, RENTON, WA
5/9/2018
Sheet 3 of 3 Eduard.Volianskiy@pse.com
(425) 4246428
PSETraffic Control Supervisor:
Eduard Volianskyi
Card No. 010041Card Exp. 11/30/2019Eduard.Volianskyi@pse.com
(425) 4246428
MFP19001471