HomeMy WebLinkAboutMFP18006612DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP18006612
IVR Number: 18006612
Permit Informaon
Permit Name:Puget Sound Energy - Electric
Address/Locaon :12/03/2018Application Date:3343301105Parcel Number:4800 LAKE WASHINGTON BLVD NE
Permit Type:12/14/2018Issue Date:Franchise
Permit Work Class:12/14/2019Expiration Date:Minor Utility
Job Number:101108946Franchise Type:Electric
Description:Replace existing pole (P01) with new pole (P02) and convert from OH to UG to the west. Trench 15' and bore 15' to
connect conduit between new switch (SW01) and new vault (PV01). Trenching outside City limits will be on separate
WSDOT permit. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - ELECTRIC
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
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
ANISH KUMAR
PUGET SOUND ENERGY - ELECTRIC
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
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:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ 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
101108946
Anish Kumar
253-208-2183
anish.kumar@pse.com
Lake Washington Blvd & SE 76th St 98056 101108946
Crew to replace existing pole (P01) with new pole (P02) and convert from OH to UG to the West.
Trench 15' and bore 15' to connect conduit between new switch (SW01) and new vault (PV01). Trenching outside
City limits will be on a separate WSDOT permit. No pavement cuts. Restoration per City of Renton standards.
Potelco Inc.253-208-2183
BL005109 Poteli*227PL
11/19/2018
MFP18006612
Scott Warlick 12/4/2018
Justin Johnson 12-7-2018
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
101108946
PSE/Potelco Inc.
Vasiliy Trofimenko 253-395-6993
6905 S 228th St, Kent, WA 98032
vasiliy.trofimenko@pse.com
Lake Washington Blvd & SE 76th St
TBD
1/7/2018
Anish Kumar 11/19/2018
MFP18006612
Justin Johnson
12-7-2018
8:00 am to 3:00 pm
Monday through Friday
SKETCH
I
-- NORTH --
I
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).
17171212
12
1
2
1
2
SE 76TH STLAKE WASHINGTON BLVD NE10
10
SEAHAWKS WAYRIPLEY LN NP01 P03P02
P08
P09
RI
G
H
T
KE
E
P
R4
-
7
B RIGHTKEEPR4-7BSTOP
FLAGGER
STOP
FLAGGER
CENT
E
R
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A
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CLO
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E
D
AHE
A
D W9-3350'350'350'ROA
D
WOR
K
AHE
A
D W20-1W20-7ACENTER LANECLOSEDAHEADW9-3350'350'350'ROADWORKAHEADW20-1W20-7ASTOP
FLAGGER ONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4350'350'BEPRE
P
A
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FLAGGER
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D W20-1W20-7AONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ATMATMATMATMATMATMAPOLIC
E K9 UNITCLEAR AREA(SEE NOTES)POLICEK9 UNI
T
CLEAR AREA(SEE NOTES)ALL VEHICLES REQUIRED TO HAVE
WARNING BEACONS & ARROW
BOARDS IN CATION MODE (TMA'S
RECOMMENDED)
*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
2.0 SEC 2.0. SEC
SLOW OR
STOPPED
VEHICLES
DO NOT
PAS
TRUCK MDT PCMS
NB I-405SB I-405"CHASER" VEHICLE, LAST
VEHICLE IN QUE TO INSURE
SAFETY(WSP
"CHASER" VEHICLE, LAST
VEHICLE IN QUE TO INSURE
SAFETY(WSP
SRMP 7.67
OH WIRE TO BE
TRANSFERRED
2.0 SEC 2.0. SEC
ROLLING
SLOW
DOWN
BE
PREPARED
TO STOP
PCMS BOARD
PLANE 1 MILE (+/-) IN
ADVANCE OF LANE CLOSURE
NORTH + SB 405
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGET
SOUND
ENERGY
JOB#101108946
Lake Washington Blvd & SE 76th St,Renton, WA 98056
10/31/2018
safaa.neema@pse.com
(425) 398-6077
Sheet 1 of 5
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425N
Notes:
1. All signs and spacing to conform to the
MUTCD and King County standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
0'10050
WORK AREA
VICINTY MAP
MFP18006612
10
10
SEAHAWKS WAYP08
P09
STOP
FLAGGER
STOP
FLAGGER
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
W20-4100'100'100'RO
A
D
W
O
R
K
AH
E
A
D W20-1W20-7AONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ACHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGET
SOUND
ENERGY
JOB#101108946
Lake Washington Blvd & SE 76th St,Renton, WA 98056
10/31/2018
safaa.neema@pse.com
(425) 398-6077
Sheet 2 of 5
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425N
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
0'6030
Notes:
1. All signs and spacing to conform to the
MUTCD and King County standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
WORK AREA
VICINTY MAP
MFP18006612
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGET
SOUND
ENERGY
JOB#101108946
Lake Washington Blvd & SE 76th St,Renton, WA 98056
10/31/2018
safaa.neema@pse.com
(425) 398-6077
Sheet 3 of 5
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425N
VEHICLE TO HOLD
RAMP TRAFFIC
TEMPORARY ON-RAMP HOLDS
(CLOSURES) SB I-405
1.LAKE WASHINGTON BLVD SE.
2.COAL CREEK PKWY SE.
3.I-90 (E+WB RAMPS- SOUTH).
4.SE 8TH ST.
5.NE 4TH ST.
1.
2.
4.
5.
3.
MFP18006612
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGET
SOUND
ENERGY
JOB#101108946
Lake Washington Blvd & SE 76th St,Renton, WA 98056
10/31/2018
safaa.neema@pse.com
(425) 398-6077
Sheet 4 of 5
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425N
5.
2.
3.
4.
1.
VEHICLE TO HOLD
RAMP TRAFFIC
TEMPORARY ON-RAMP HOLDS
(CLOSURES) NB I-405
1.N 30TH ST.
2.NE PARK DR.
3.SUNSET BLVD NE.
4.MAPLE VALLEY HWY.
5.TALBOT RD S.
MFP18006612
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGET
SOUND
ENERGY
JOB#101108946
Lake Washington Blvd & SE 76th St,Renton, WA 98056
10/31/2018
safaa.neema@pse.com
(425) 398-6077
Sheet 5 of 5
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 008997
Card Exp. 08/13/2019
gregory.harwood@pse.com
(425)424-6425N
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
0'10050
””
–
MFP18006612
101108946THIS 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 TV11344385101108946PROJECT PHASEPWRNOTIF#ORDER#SuperiorOH ExpenseUG ExpenseJOBSITESE 76TH STPUBLIC IMPROVEMENTCONFLICTS UI1577 / UI1587 / UI1612 / UI1631SE 76TH STPUBLIC IMPROVEMENTCONFLICTS UI1577 / UI1587 / UI1612 / UI1631SCOPE OF WORK-OH to UG conversion with trenching and boring across I-405GENERAL 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 LEGENDUG Expense583060638593201062584043755DESIGNED 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 Trofimenko425-457-90013/19/18V Trofimenko425-457-90013/19/18Keang Lim253-395-69163/19/18RW-CITY OF RENTONSE 76TH STUI1577 UI1587 UI1612 UI1631SE 76TH ST & I-405, RENTON PI TEAM101108946AS NOTED1/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-15OH Expense594124483Removal108109577Fiber141004340Transmission111024314MFP18006612
MP 7.65WALL 07.65R60 705 70560
61NB I-405 ON RAMP
SE 76TH STLAKE WASHINGTON BLVD NENB I-405
PUBLIC STORAGE
1755 NE 48TH ST BARONE GARDEN4800 LAKE WASHINGTON BLVD NE319804166393REMV100TX5226319834166400REMVX4932P03319815166400REMV100TP01319815166393REMV2/13V01319810166398EXIST150kVA120/208vSW01319806166393NEWIP03IP02BP01TRENCH 1-6"TRENCH 1-4"P02319809166396NEWS4/13SB-T8127440T-T81275P04319809166404NEWETRENCH 2-6"EM01NEWTRENCH 5-6" & 1-4"NEW1-4"P06P07DIRECTIONAL BORE 2-6" & 1-4S4/13IP01WSDOT ROW
RENTON ROWU81296RENTON ROW
18'X8'REQUIREDEASEMENT20'X5'REQUIREDEASEMENTDENNY'S RESTAURANT 4750 LAKE WASHINGTON BLVD NE J01319790166393EXISTV02319791166387REMVV03319794166375REMOVE45kVA277/480v112.5kVA120/208vPROPERTY LINE
P10319877166428EXISTSB-X1526100T-X4933P05319815166427EXIST2/14JOB SITESCALE: 1"=20'BREAK LINE-80ftBREAK LINE-160ftA MATCH LINE SEE PAGE 2 A BREAK LINE 400FT-SEE RIGHTBREAK LINE 400FT-SEE LEFT101108946DESIGNED 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 Trofimenko425-457-90013/19/18V Trofimenko425-457-90013/19/18Keang Lim253-395-69163/19/18RW-CITY OF RENTONSE 76TH STUI1577 UI1587 UI1612 UI1631SE 76TH ST & I-405, RENTON PI TEAM101108946AS NOTED2/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-15SITE SPECIFIC NOTES:P02-NEW 319809-166396 INSTALL NEW POLE PER TRANSMISSION DESIGN #111024314 INSTALL 11' HD DOUBLE CROSSARM INSTALL 600A UNDERBUILT DEAD END ASSEMBLY (DEH315) [6034.1042] INSTALL 11' HD DOUBLE CROSSARM INSTALL 3Ø 200A AND 600A UNDERBUILT TERMINATIONS (TSU6D31) [6043.1022] INSTALL (2) 6" RISER ASSEMBLIES (RIS6CSS0 [6042.1000] CAP SPARE 6" RISER 10' UP THE POLE INSTALL 4" RISER ASSEMBLY (RIS4CSS) [6042.1000] INSTALL SWITCH #T81274 ON 600A DISCONNECT SWITCHES INSTALL SWITCH #T81275 ON 200A, FUSE AT 40T (3412500) INSTALL (2) 3/8" PRIMARY DOWN GUY WEST (GYD7SA) [6013.0100] INSTALL 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) [6013.0100] INSTALL 20" ANCHOR PLATE 38' WEST OF POLE (ANDP20) [6012.1000] INSTALL SPAN GUY EAST PER TRANSMISSION DESIGN # TRANSFER EXISTING 4/0 ACSR EASTAT P04-NEW 319809-166404 INSTALL STUB POLE PER TRANSMISSION DESIGN #111024314 INSTALL DOWN GUY AND ANCHOR EAST PER TRANSMISSION DESIGN #111024314BP01 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS SOUTH TO SW01 TRENCH AND INSTALL 1-4" SCH-80 PVC CONDUITS EAST AND SOUTH TO EM01 BORE AND INSTALL 2-6" AND 1-4" RED HDPE CONDUITS WEST TO BP02AT EM01 INSTALL (1) ELECTRONIC MARKER BALL AT NEW 1-4" CONDUIT FROM EM02 (7668501) [6825.6505] CHARGE TO W.O. 141004340IP01 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND NORTH TO P02IP02 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND NORTH TO SW01IP03 EXPOSE AND INTERCEPT EXISTING 1-6" CONDUIT AND EXTEND SOUTH TO SW01AT P10-EXISTING KEEP EXISTING DOUBLE CROSSARMS REPLACE EXISTING 600 TERMINATIONS (TSU3DF1) [6043.1020] KEEP OPEN 600A DISCONNECT SWITCHES POLE RETIREMENT TABLE TEMP TRANSFERSST. LIGHT TRANSFERSSITE#POLE DATAPOLETELTVFIBERTRANRMVDID NUMBERGRID #HEIGHTCLASSYEARTOPPEDRMVDP03319815-1664004531956P06319804-1663934531956P07319834-1664004531956Vault & Equipment TableSiteGridNumberWorkspaceVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBDCSW01319806166393East/West11'4"X5'10"X8'2" w/ 3'Sq Std Plate DoorsMat ID: 7906902PMH-11Padmount SwitchMat ID: 78338003PMH1115Install 9-TER750CInstall 3-TER10JCV01319810166398Existing504 XFMR Vault150 kVA120/208V3Install 3-ELB10JJ01319790166393Existing575 J-Box4 POS J-Bus3Install 3-ELB10JV02319810166398Remove504 XFMR Vault112.5 kVA120/208vReturn Padmount XFMR to storesV03319810166398Remove504 XFMR Vault45 kVA277/280vReturn Padmount XFMR to storesExcavation - 52-1/3 cubic yardsSIDE VIEW8'-10"Crushed6"Rock2"Final Grade(Pavement)Adjustable Cover(See NOTE Below)TOP VIEW10'16'7'-6"8"6'-2"3' Sq DiamondPlate DoorCover3,930 lbs8,430 lbsTopSection11,600 lbsBase5'-10"11'-4"54"or60"54" or 60NOTE:The Top Cover shall be leveled and adjusted to Final Gradeusing the Adjustable Bolts. This Installation is for Pavement orSidewalks only.5106 PMH SWITCH VAULT EXCAVATION DETAIL, SW01SCALE: NONE MID # 7906902 OR 9996803MFP18006612
WALL 07.60L 408SEAHAWKS WAY EASTSIDE RAIL CORRIDOR
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5 319816166350EXIST2/12SB-T81295PV01319809166339NEWBP02DIRECTIONAL BORE 2-6" & 1-4TRENCH 4-6" & 1-4"REMOVE EXISTINGOH WIRESEXISTING OVERHEADTRANSMISSION WIRESTO STAYEEM02NEWP08P09319816166344EXISTs2/12WSDOT ROWRENTON ROW
101108946DESIGNED 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 Trofimenko425-457-90013/19/18V Trofimenko425-457-90013/19/18Keang Lim253-395-69163/19/18RW-CITY OF RENTONSE 76TH STUI1577 UI1587 UI1612 UI1631SE 76TH ST & I-405, RENTON PI TEAM101108946AS NOTED3/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-15JOB SITESCALE: 1"=20'POLE INSTALLATION - EROSION CONTROL REQUIREMENTSSTD. PRACTICE 0150.3200 - SCALE: NONEPLACE PEA GRAVELBAGS (MID 9995892)FOR SEDIMENT TRAPPLACE STRAW MULCH ONDISTURBED AREAAUGERED HOLEPOLETYPICAL AUGERED WORK SITESchedule 80 BendGround Line10' (Overall)Schedule 80Conduit8'Min.20'DB 120Conduit36" Primary24" SecondaryNote: Schedule 80 conduit shallextend a minimum of 8' aboveand 12" below ground line.Ground LineCommon Neutral6" Minimum above common neutral.even with the common neutral for secondary.1213101135"Min.5671425" Min.ConduitConduit ClampStandoff Bracket15" Min LengthField FaceQuadrantRoad FaceQuadrantCLClimbingSpaceClimbingSpaceDirection of VehicularTrafficTYPICAL POLE WITH RISER DETAILSCALE:NONEA MATCH LINE SEE PAGE 2
ACommunicationsExcavated Dirt PileFinal Grade24" Min6" Min Sand Cover Over Power Conduits12" MinSeparation36"MinCover48"MaxBackfill(No rocks over 6" diameter)NOTE: Install 12"shading if the backfillcontains rocksgreater than 10" dia.Separation12" MinGas3" Sand BeddingVEHICLEACCESSSIDE6"4"(Power, Gas, andCommunications)(When Present)1-6, 1-4" Power ConduitsPSE-TYPICAL JOINT TRENCH EXCAVATION DETAILSCALE: NONEVault & Equipment TableSiteGridNumberVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBDCPV0131980916633911'4" X 5'10"8'2"W/ (3) 3' SqAnti-Skid DoorsMat ID: 9996168600A CablesplicesMat ID: 7666050SVD5AASInstall (3) SPL750SITE SPECIFIC NOTES:BP02 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS SOUTH AND EAST TO PV01 TRENCH AND INSTALL 1-4" SCH-80 PVC CONDUITS WEST TO EM02 BORE AND INSTALL 2-6" AND 1-4" RED HDPE CONDUITS EAST TO BP01AT P08-EXISTING KEEP EXISTING DOUBLE CROSSARMS INSTALL EXISTING 600A TERMINATIONS (TSU3NF1) [6043.1020] INSTALL (2) 6" RISER ASSEMBLIES (RIS6CSS) [6042.1000] CAP SPARE 6" RISER 10' UP THE POLE INSTALL SWITCH #T81295 ON 600A DISCONNECT SWITCHESAT EM02 INSTALL (1) ELECTRONIC MARKER BALL AT NEW 1-4" CONDUIT FROM EM01 (7668501) [6825.6505] CHARGE TO W.O. 1410043402"RockCrushed6"8'-6"10'-0"16'-0"11'-4" Min11'-10" Max7'-6"8"8'-2"6'-4" Max5'-10" MinExcavation - 50-1/2 cubic yardsSIDE VIEWTOP VIEWVAULT & EXCAVATION DETAILNot to scale6051.200011,000 lbs8,430 lbs6,600 lbsHeight adjustable boltsThree 3' sq. std. plate doors, orThree 3' sq. Anti-Skid doors.MFP18006612
SJSE 76TH STI-405 LAKE WASHINGTONBLVD NEENEW 1-6"EXIST 1-6"ENEW 2-6"NEW 1-4"NEW 1-4"FIBER W.O.141004340NEW 2-6"NEW 2-6"NEW 1-4"ABANDON 1-4"EXIST 1-4"EXISTP08P03P05P06J01V03V02P07P10PV01SW01P02P04IP02IP03NEWNEWNEWNEWNEWNEWEXISTEXISTREMVEXISTEXISTEXISTEXISTEXISTIP01EM01NEWEM02NEWV01EXIST150kVA120/208vBP02BP01SJSE 76TH STI-405
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P03P05V01P06J01V03V02P07P10PV01SW01P02P04NEWNEWNEWNEWREMOVEEXISTREMOVEEXISTEXISTEXISTEXISTREMOVEREMOVEEIC913-AEIC914-BEIC915-CP01REMOVE2/12SB-T812952/132/13SB-T8127440T-T81275150kVA120/208vU81296100T-X522611.2kVA120/208v45kVA277/480v32291-A32292-B32293-C31792-A31793-B31794-C31795-A31796-B31797-C336.4 ACSR4/0 ACSR4/0 ACSR45198-A45199-B45200-C336.4 ACSRSB-X4932SB-X1526100T-X49332/14EIC907-AEIC908-BEIC909-CEIC901-AEIC902-BEIC903-CEIC904-AEIC905-BEIC906-CEIC910-AEIC911-BCID912-C101108946DESIGNED 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 Trofimenko425-457-90013/19/18V Trofimenko425-457-90013/19/18Keang Lim253-395-69163/19/18RW-CITY OF RENTONSE 76TH STUI1577 UI1587 UI1612 UI1631SE 76TH ST & I-405, RENTON PI TEAM101108946AS NOTED4/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-15LEGENDANative 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: NONECONDUIT DIAGRAMSCALE: NONEONE-LINE CABLE DIAGRAMSCALE: NONEPRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITPRIMARY CABLEASBUILT INFORMATIONSIZEQtyTYPELENGTHDesign(ft)BENDSPULLPULLCableLENGTHDesign(ft)Cable NumbersForeman Please RecordForeman - CompleteFROMTO(in)90°45°22°11°(lbs)Rev(lbs)SizeABCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)P02IP0141SCH-8015P02V011/0 AL JKT45EIC910EIC911EIC912P02SW01627011750 KCMIL115EIC907EIC908EC909SW01IP0361SCH-807012SW01P10621121/0 AL JKT745EIC901EIC902EIC903SW01IP0241SCH-802252SW01J011/0 AL JKT255EIC913EIC914EIC915SW01BP0162SCH-8045BP01BP0262HDPE490BP02PV0162SCH-8065EM01BP0141SCH-8050BP01BP0241HDPE490BP02EM0241SCH-8060SW01PV01750 KCMIL575EIC904EIC905EIC906PV01P086275111/0 AL JKT80EIC904EIC905EIC906EXPOWER POLEEX POWER POLEPROP NOISE WALL12 TO 14 FT HIGHEXCAVATION & BORING SIDEVIEW DETAIL WEST TO EASTSCALE: 1" = 30'SB OFF-RAMPSB405NB405NB ON RAMPLAKE WA BLVD NE30°30°MIN 25' CLEARANCEFOR NOISE WALL15' MIN DIRECTIONALDRILL BELOW I-405(DEPTH WILL VARY)APPROX. 16' CABLE REMOVAL TABLECABLENO.LOCATIONSCABLE(LF) ESTCABLE TYPEYEAR INSTFROMTO32291-92-93V03V02150750 KCMIL31792-93-94V02J01135750 KCMIL45198-99-45200P03V0190750 KCMILAPPROX. 20'APPROX. 135'WIRE REMOVAL TABLELocationWire Size & TypeQuantityLength(circuit ft)RemarksFromToP01P024/0 ACSR460P01P084/0 ACSR4480P06P01336 ACSR4/0 ACSR4110P01P07336 ACSR4/0 ACSR41903360ft (4/0 ACSR) 1200ft (336 ACSR) Total Removed319806-166393U81296PMH11TO PV01TO P10FROM P02PMH-11 SWITCH CONNECTION DIAGRAM AT SW01NOT TO SCALE&(,& %(,& $(,& &(,& %(,& $(,& TO J01&(,& %(,& $(,& &(,& %(,& $(,& 5'-4"3' Min2"Schedule 80 GrayPVC Conduit10'6" CrushedRockPSE EQUIPMENT MAY VARYTYPICAL BORE PIT SIDEVIEW DETAILSCALE: NONENEW 2-6' & 1-4"MFP18006612