HomeMy WebLinkAboutEx_04_Construction_Plan_SetUTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 1 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
NOTE:
DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING
EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE,
SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS,
COMPACTION, ALL HARD SURFACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED).
ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TO
ROAD. STRAIGHT CROSSING ONLY.
N
Vicinity Map
47.5,-122.179
Owner / Developer Contact Info
officeATTN:
SINSET GARDENS
2900 NE 10TH ST
RENTON, WA, 98056
RYAN ARP 206-285-2966
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
GAS
PHONE
CABLE TV
108127699
N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
Distribution
HP Svc/MSA
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
(253) 208-9480
JENNY.CHAU@PSE.COM 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
Service Stubs
101137749
N/A
N/A
510976403
N/A
JOBSITE
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
SVC STUB
J-BOXJ
NEW TRENCH LINE
EXIST. 3Ø WIRE
EXISTING CENTER LINE
EXISTING CONDUCTOR TO BE REMOVED
DISCONNECT - FUSED
EXIST. 1Ø WIRE
EXISTING RIGHT OF WAY
PROPOSED PULL VAULTP
EXISTING POLE
DOWN GUY
EXISTING SECONDARY SERVICE LINE
DISCONNECT - UNFUSED
EXISTING STREETLIGHT
NEW POLE
PROPOSED PADMOUNT TRANSFORMER
EXISTING PADMOUNT TRANSFORMER
PROPOSED TOTAL UNDERGROUND TRANSFORMER
EXISTING TOTAL UNDERGROUND TRANSFORMER
HANDHOLE
PRIMARY METERING POINT
PSE GENERAL SPECIFICATIONS
General
-All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
-Work sites shall be kept clear of debris and all construction materials; equipment and
packing shall be removed daily.
-Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all
unused pins and insulators.
-Return all streetlights, area lights and floodlights to Sumner yard.
Pre-Construction
-Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
-All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
-Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
-PSE Project Manager or Engineer shall approve field design changes.
-Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
-Return one Foreman's copy of work sketch to Project Manger at completion of job.
-When permits are required, a copy of the permits shall be available on work site at all times.
Safety
- efer to PSE standards 6275.3000 for requirements on System Grounding
-Refer to PSE standards 6275.9210, 6275.9230 and 6275.9250 for personal protective
grounding requirements.
-Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
-Proper line clearances shall be taken at the beginning, and released at the end, of each
workday, or as otherwise instructed by the System Operator.
-Provide signs, barricades, and traffic control in conformance with permit regulations.
-Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-Maintain traffic flow as required by permitting agency.
Joint Facilities
-Coordinate with Communication Companies for transfers.
OVERHEAD CONSTRUCTION
Poles & Structures
-Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location
measurements are from the center of the pole.
-All new poles set shall be the class indicated on the sketch, or better. Do not set a lower
class pole than specified.
-Install ground plate assembly on all new poles. Install Switch Ground Assembly per
standard specification 6014.1000 at new gang operated switch locations.
-Install grid numbers on all new and existing poles as shown on sketch.
-Straighten existing poles as indicated or as necessary.
-Treat all field-drilled poles with copper napthenate wood preservative.
-Remove old poles after communication companies have transferred off and return to PSE
storeroom. Fill and crown pole holes and restore the area similar to adjacent landscaping.
Conductors & Equipment
-Transfer all overhead and underground primary, secondary and service conductors and
guys to new poles set, unless otherwise indicated on this sketch.
-Transfer existing transformers to new poles unless otherwise indicated on this sketch.
-Use stirrups to connect all overhead and underground primary taps, and all transformers.
Install at all sites being worked within the scope of the project where they are currently
missing.
- For 12vK construction, install avian protection with #4 CU-covered jumpers (MID#9998076)
and #4 SD Aluminum covered tie-wire (MID#8309760). For 34vK construction use bare
wire primary jumpers with pre-formed helical-grip ties and avian protection devices when
required per Std. 6015.2000. Jumpers for poles that are double dead ended with tree wire
can be either the same size tree wire conductor or covered CU.
-Apply grit inhibitor on all Ampact, stirrup, and dead-end connections.
-Connect primary taps and transformers to same phase as existing unless otherwise shown
on the drawing.
-All neutral connections to be made with solid compression connectors. Connect all pole
grounds to common neutral.
-Use Load-interrupter cutouts (with arc shields) on all primary overheads and underground
taps with fused protection above 40T.
-Install Wildlife Protectors on all transformers.
-If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB)
shall be installed around the conduits to a depth of six inches above and to the sides of the
conduit, and two inches underneath, per PSE Standard 6790.0140.
Materials
-The City will provide a schedule of when vault excavation will be ready. All vaults will be
delivered by the manufacture to the job site as follows:
--575 and smaller with a minimum 3 days advanced notice to PSE storeroom.
--5106 and larger with a minimum 5 days advanced notice to PSE storeroom.
-If vault excavation is not ready when vaults are delivered, city will provide necessary
equipment to install vaults.
UNDERGROUND CONSTRUCTION
Vault Installation
-Vaults shall be installed in accordance with PSE standards 6775.0035 and 6775.0040.
-All PSE vaults shall be clean and clear of construction debris with all knockouts and cover
adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit &
vault system.
Conduit Installation
-All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.6050,
6800.8050, and 6825.6505.
-All conduits shall be routed and installed per conduit tables, installation diagrams, and
details in this work sketch.
-A plug shall be installed in all spare conduits.
-All conduits entering PSE vaults shall be through the appropriate knockouts to ensure
proper cable lay. Vault entries shall not cause cables to cross each other in the vault, or lay
in the vault unevenly.
-All conduits entries into PSE vault shall be straight and level with a minimum of 6' straight
section outside the vault wall and 2” on conduit extending into the vault with bell ends
installed.
-PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation.
Use conduit spacers (provided by PSE) every10'.
-PSE conduit runs shall be placed straight and level. If it becomes necessary to alter
conduit alignments, in order to avoid other utilities, the maximum bend radius allowed is
22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE
engineering representatives.
-All PSE conduits shall be placed with the minimum separation between other utility facilities
as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section
detail in this work sketch.
-All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is
permissible on a case by case basis provided that such installations adhere to PSE
standard 6790.0130 figure 2. Pre-approved by PSE engineering representatives is
required.
Cable Tags and Pulling
-Primary Underground Cable Identification Tag installation shall conform to PSE standards
6825.6050.
-Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150
RESPONSIBILITIES OF THE CITY
Documentation
-The city and their contractor shall attend a pre-construction meeting specifically for
installation of bare duct and vault system.
-Field changes shall be pre-approved by PSE or designated representative prior to
construction with proof of acceptance required prior to PSE acceptance of completed duct
and vault system.
Safety
-The city contractor shall not access energized power vaults without the assistance of PSE
line workers.
-The city contractor shall not expose energized power conductors (direct buried or in
conduit) without the assistance of PSE line workers.
Trench and Excavation
-The city shall provide all trench excavation and backfill for the installation of new or
modified PSE underground distribution system within the construction area.
-All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140,
6790.0250, and 6790.3050.
-PSE plans show general trench alignment. They do not show specific cross sections with
existing or proposed other utilities. It is the City's responsibility to install PSE facilities at
necessary depths to avoid and provide required clearances to other existing or proposed
utilities.
-Construct the shared utility trench where the various utilities can transition in and out of the
trench line in an orderly fashion without altering duct bank alignments of other utility.
Separation of crossing utilities sharing the common utility trench is 6”.
-Placement of other utility vaults within the trench line alignment encumbering access to
PSE facilities is not allowed.
- After the new underground system is installed and energized, additional excavation may be
necessary to re-train existing underground cables into the new vaults. This excavation will
be provided by the city with 48 hours notice.
-City shall provide all surveying necessary to assure all PSE vaults are installed in the
alignment location specified in this document. The city shall be responsible for establishing
grade elevation for PSE vaults. Adjustment of vault lids to final grade will be the
responsibility of the City.
-Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of
crushed rock to prevent vault settling.
-PSE Vaults in planter areas shall be set 2” above final grade.
-PSE Conductors and equipment are energized.
-PSE line Note: The city contractor will not be allowed to make vault adjustments after PSE
conductors and equipment are energized. PSE line crew will perform the adjustments on a
change order basis.
B.O Pole Removal
Misc
108148684
593252668
Fabian Gomez 8/23/23
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
1000
2804
2900JEFFERSON AVE
NEJEFFERSON AVE NEN
E
1
0
T
H
S
T
ROW
50'
PRE
11 318536-166771ROW
60'
318508-166750
318533-166758
318536-166771
318547-166768
225 kVA 208V (ABC)318548-166763318528-166784
75 kVA 120/240 (B)
318505-166760
15 kVA (B)
SLAH5030
ROW
50'101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SITE PLAN
SCALE: 1" = 50'
SITE SPECIFIC NOTES
AT P01: 318508-166750 ( EXISTING)
-EXISTING 2017 45' CL 3 POLE TO REMAIN
AT P02: 318533-166758 (EXISTING)
-REMOVE DOWN GUY
-REMOVE ANCHOR
-REMOVE 3PH PRI NEUT SGL ARM FRAMING
-REMOVE EXISTING 150 KVA OH XFMR BANK AND RETURN TO PSE YARD
-REMOVE EXISTING 45' CL 3 POLE (1981)
AT P03: 318536-166771 (EXISTING)
-REMOVE 3PH PRI NEUT SGL ARM FRAMING
-REMOVE EXISTING OVERHEAD C/O TERMINIATION
-DISCONNECT EXISTING PRIMARY CABLES EHE500, EHE501 & EHE502
-REMOVE (2) 4" PRIMARY RISERS
-REMOVE EXISTING 45' CL 1 POLE (1969)
AT P04: 318547-166768 (EXISTING)
-REMOVE 225kVA OH XFMR BANK & RETURN TO PSE YARD
-REMOVE EXISTING DE FRAMING
-REMOVE GUY WIRE
-REMOVE EXISTING B.O POLE
AT J04: 318536-166771(EXISTING)
-DISCONNECT EXITING PRIMARY CABLES
-REMOVE EXISTING J- BOX
AT V02: 318528-166784 (EXISTING)
-EXISTING VAULT & 25kVA TRF TO REMAIN
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P01 P02 #2ACSR 3 250'
P01 P02 #4/0 NEUTRAL 1 250'
P02 P03 #2ACSR 3 150'
P02 P03 #4/0 NEUTRAL 1 150'
P03 P04 #2ACSR 3 100'
P03 P04 #4/0 NEUTRAL 1 100'
Total Feet #2 ACSR Removed:2250'
Total Feet #4 NEUT Removed: 500'
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
SITE
#
POLE DATA POLE
TEL TV FIBER TRAN RMVD ID NUMBER
GRID #HEIGHT CLASS YEAR TOPPED RMVD
P02 318533-166758 45 3 1981
P03 318548-166763 45 3 1961
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
CIRCUIT FEET REMOVED: 500'
00 1"2"
00 50'100'
UNDERGOUND CIRCUIT MAP: 2305E034
JOBSITE
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
SCALE:NTS
OVERHEAD CIRCUIT MAP: 2305E040
SCALE: 6" = 1 MILE
JOB SITE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 2 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
E
50' R.O.W.
CL
W
NOT TO SCALE
CROSS SECTION - INDEX AVE NE
LOOKING EAST
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P04
318547-166768
75kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318547-166768
75kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318547-166768
75kVA
ABANDONED / REMOVE / REPLACED CABLE SCHEDULE
CABLE
NO.
SAP
EQUIP
LOCATIONS CABLE
(LF) EST
EXISTING CABLE
MFG. NAME
EXISTING CABLE
MFG. DATE
CABLE
REPLACED?FROM TO
3236 123846040 P03 V02 215
TOTAL 215'
Fabian Gomez 8/23/23
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
1000
3030
2804
2900ROW
50'
P
R
E
11
ROW
60'318538-166767ROW
50'FENCE AREA318532-166753318527-166761318548-166768225 kVA 208V (ABC)318528-166784
75 kVA (B)
FIELD BEND 318527-166778150 kVA 120/240VWYE/DELTA318508-166750
SW# T90129
318505-166760
15 kVA (B)
SLAH5030 318578-167413JJJTHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SITE SPECIFIC NOTES
AT P01: 318508-166750 ( EXISTING)
-EXISTING 2017 45' CL 3 POLE TO REMAIN
-INSTALL (1) STIRRUP, BOLTED & HOT CLAMP #4-4/0 & TAP ABCØ (MID: 2254000 & 2153100)
-INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU3C1F)
-INSTALL (3) LB C/O ON NEW FG ARM, FUSE @ 100T (MID: 3412700)
-INSTALL (1) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS4CSS)
-INSTALL SWITCH #T90129
-INSTALL CABLE TAGS
AT J01: 318527-166761 (NEW)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (8) LB ELBOWS (6041,1000, ELB10J)
-INST (8) INSULATED CAPS (MID: 7630600)
-INSTALL CABLE TAGS
-INST GRID#
AT J02: 318538-166767 (NEW)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (6) LB ELBOWS (6041,1000, ELB10J)
-INST (6) INSULATED CAPS (MID: 7630600)
-INSTALL CABLE TAGS
-INST GRID#
AT J03: 318578-167413 (NEW)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (6) LB ELBOWS (6041.1000, ELB10J)
-INST (6) INSULATED CAPS (MID: 7630600)
-RECONNECT EXISTING 3PH DB PRIMARY CABLE FROM J04
AT V01: 318527-166778 (NEW)
-INSTALL (1) HH 4' 8" X 5' 7" W/ TWO 21" X 26" ACCESS HOLES PER STD 6045.1015 (MINIOYOD5x7)
-INSTALL (1) COVER HH 4'8' X 5'6" X 6" W/ 20" X 44" ACCESS (MID 7655200)
-INSTALL (1) 150kVA PADMOUNT TRF (MID:6260050)
-INSTALL (3) 12KV LB ELBOWS PER STD 6041.1000 (ELB10J)
-INSTALL (4) SECONDARY #2- 500KCMIL CONNECTION LUGS (MID:7651002)
-INSTALL (16) MOUNTING BOLT KITS (MID:7651008)
-INSTALL GRID:
SITE PLAN
SCALE: 1" = 50'
CIRCUIT FEET ADDED: 400'
00 1"2"
00 50'100'
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE
WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET
SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT
REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO
CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION
WORK IN RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & AT P01,P04,P05, P06, V02 & J04
-REQUIRED TO PROVIDE 11' X 9' WORK PIT 1 CUBIC YARDS OF 6” CRUSHED ROCK AT J01
-REQUIRED TO PROVIDE 25' X 20' WORK PIT 2 CUBIC YARDS OF 6” CRUSHED ROCK AT J02 & J03
-REQUIRED TO PROVIDE 8' X 8' CRUSHED ROCK BED AT V01
GUARD POSTS.
-CUSTOMER REQUIRED TO INSTALL GUARD POSTS AS SEEN ON PAGE #5
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO
CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL
MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE
COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS &
TRENCH AT ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE
BACKFILLING.
- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND
SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .
Vault & Equipment Table
Site Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT INFORMATION
Foreman-Complete
LB DC
V01 318527
166778
4' 8” X 5' 6” X 6”
Matid: 7655200
PM3P15S
Matid: 6258050 --
J01 318527
166761
4'8" x 7' x 5' HH
Matid: 7663200
200A J-BOX
Matid:7625900 3 3
J02 318538
166767
4'8" x 7' x 5' HH
Matid: 7663200
200A J-BOX
Matid:7625900 3 3
J03 318538
166413
4'8" x 7' x 5' HH
Matid: 7663200
200A J-BOX
Matid:7625900 --
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT PRIMARY CABLE
ASBUILT INFORMATION
SIZE Qty LENGTH
Design
(ft)
BENDS PULL PULL Cable LENGTH
Design
(ft)
Cable Numbers Foreman Please Record Foreman - Complete
FROM TO (in)90°45°22°11°(lbs)
Rev
(lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable)
P01 J01 4 1 230'1 1 213.58 254
3ØPRI 12KV
1/0 AL SOL 280'EJN496 EJN497 EJN498
J01 V01 4 1 60'105.6 105.6
3ØPRI 12KV
1/0 AL SOL 80'ENJ499 ENJ500 ENJ501
J01 J02 4 1 210'135.4 140.1
3ØPRI 12KV
1/0 AL SOL 220'ENJ502 ENJ503 ENJ504
J02 J03 4 1 30'36.7 36.7
3ØPRI 12KV
1/0 AL SOL 70'ENJ505 ENJ506 ENJ507
J02 P04 4 1 100'50.8 70.3
3ØPRI 12KV
1/0 AL SOL 130'ENJ508 ENJ509 ENJ510
V02 P04 2 1 80'1 75.3 80.2
1Ø 12KV 1/0
AL JKT 270'
EXISTING
ABH661
P01 P04 4 1 400'SPARE CONDUIT
P01 P04 6 1 400'SPARE CONDUIT
TOTAL 3Ø 1/0 AL JKT: (X3)860'
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P06
318548-166768
75KVA
6214250
TOTAL 4" CONDUIT: 710'
SITE SPECIFIC NOTES
AT IP1: DUCT INTERCEPT
-INTERCEPT CONDUIT AND EXTEND 1/0 PRIMARY TO P04
AT V02: 318528-166784 (EXISTING)
-EXISTING VAULT & 25kVA TRF TO REMAIN
AT P04: 318547-166768 (EXISTING)
-INSTALL (1) 45' CL-3 POLE W/ GROUNDS AS STAKED (6010.1000 , PD453)
-INSTALL (1) 3 PH SLACK SPAN 2ACSR PER STD 6033.5010 (SSD312)
-INST 11' DOUBLE CROSSARMS AS CUTOUT ARM (NW) (6011.1010, ARD2S11)
-INST 11' DOUBLE CROSSARMS AS CUTOUT ARM (NW) (6011.1010, ARD2S11)
-INSTALL (1) UG/OH TERMINATION PER STD 6043.1001 (UTSU3C1)
-INSTALL (1) SWITCH C/O 1Ph LD INT (6022.1000) ( DLS115F)
-INST STIRRUPS & HOT CLAMPS
-INSTALL (1) 4" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS4CSS)
-INSTALL (1) 2" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS2CSS)
AT P05: 318532-166753 (NEW)
-INST NEW 35' CL. 3 POLE W/ GROUNDS AS STAKED (6010.1100, PS353)
-INST (1) 3" SECONDARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS3CSS)
-TRANSFER OVERHEAD SERVICES FROM P02
-INST GRID#
AT P06: 318548-166768 (NEW)
-INST NEW 55' CL-1 POLE DEEPSET 10' W/ GROUNDS AS STAKED. (6010.1000, PD551)
-INSTALL (1) 3 PH SLACK SPAN 2ACSR PER STD 6033.5010 (SSD312)
-INST 11' DOUBLE CROSSARMS AS CUTOUT ARM (SE) (6011.1010, ARD2S11)
-INST 11' DOUBLE CROSSARMS AS CUTOUT ARM (SE) (6011.1010, ARD2S11)
-INST (1) 225 kVA 120/208V OH TRF BANK (6025.3000; BNKS4C)
-INST (3) L/I CUTOUT & SURGE ARRESTER, FUSE @ 40T
-INST STIRRUPS & HOT CLAMPS
-TRANSFER OVERHEAD SERVICES FROM P04
-INST NEW GRID#
SPAN SPECIFIC NOTES:
**REFER TO SITE PLAN, ONE LINE DIAGRAMS AND TABLES FOR INSTALL**
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P05 318532-166753 45 3 PSE Equip #
P06 318548-166768 55'1
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(per conductor)
Total ActualFromTo
P04 P06 XX #2ACSR 3 80'240'
P04 P06 X 4/0 NEUTRAL 1 1 80'
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 3 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P06
318548-166768
75KVA
6214250
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P06
318548-166768
75KVA
6214250
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
V01
318527-166778
150KVA
6260050
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter Number Old Point of
Delivery
New Point
of Delivery
Service Notes
2804 NE 10TH ST U096045247 318533-166758 318532-166753
EXISTING OH SERVICE TO BE
TRANSFERRED TO NEWLY
INST. PSE POLE.
2806 NE 10TH ST P149158013 318533-166758 318532-166753
2808 NE 10TH ST X150897809 318533-166758 318532-166753
2809 NE SUNSET BLVD P149158014 318547-166768 318548-166768
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE CONDUIT VOLTAGE
DROP
VOLTAGE
FLICKER ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
V01 P05 350 150'3 100'EXISTING SERVICE
UG CABLE TO BE TRANSFERRED
CABLE Old Point of
Delivery
New Point
of Delivery
Service Notes
AØABE440 & BØABE441 318536-166771 318532-166753
EXISTING SERVICES @ J04
WILL BE TRANSFERRED TO
J03 EXCEPT 1PH CABLE
ABH661 WHICH WILL BE
RE-ROUTED TO P04.
CØEHY669 318536-166771 318532-166753
AØEHY670, BØEHY671 &
CØEHY672 318536-166771 318532-166753
BØABH661 318548-166763 318547-166768
Fabian Gomez 8/23/23318547-166768DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
90°
R=60"
90°
R=60"
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 200'
PSE PROVIDED & CUST INSTALLED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-3" SCH'L 80 CONTINUOUS PVC CONDUIT ± 120'
PSE PROVIDED & CUST INSTALLED
9' X 11' WORK PIT
CUSTOMER SUPPLIED
BACKFILL
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 210'
PSE PROVIDED & CUST INSTALLED
25' x 20' WORK PIT
CUSTOMER SUPPLIED
BACKFILL
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 90'
PSE PROVIDED & CUST INSTALLED
BACKFILL
CUSTOMER SUPPLIED
6' X 6' WORK PIT
CUSTOMER SUPPLIED
45°
1-6" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400'
PSE PROVIDED & CUST INSTALLED SPARE
FIELD BEND
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400'
PSE PROVIDED & CUST INSTALLED SPAR
E
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 60'
PSE PROVIDED & CUST INSTALLED
5' X 5' WORK PIT
CUSTOMER SUPPLIED
EXISTING 2" CONDUIT
1-2" SCH'L 80 CONTINUOUS PVC CONDUIT ± 60'
PSE PROVIDED & CUST INSTALLED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
90°
R=60"
90°
R=60"
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 230'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 220'
PSE INST. 1-RUN 350 UG TPX CABLE ± 150'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 70'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 130'
FIELD BEND
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 80'
AØEJN496
BØEJN497
CØEJN498
AØEJN499
BØEJN500
CØEJN501
AØEJN502
BØEJN503
CØEJN504
AØEJN505
BØEJN506
CØEJN507
AØEJN508
BØEJN509
CØEJN510
PSE INST. 1-RUN 1Ø 1/0 UG JKT CABLE ± 270'
BØABH661
90°
R=60"101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SCALE: NONE
CONDUIT ONE-LINE DIAGRAM
SCALE: N/A
CABLE ONE-LINE DIAGRAM
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 4 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
Fabian Gomez 8/23/23
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CL
Direction of Vehicular TrafficCL
TOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P05)
SCALE: NONE
4'x4' Work Pit
Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL
LC Direction of Vehicular TrafficTOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P01)
SCALE: NONE
4'x4' Work Pit
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
J- BOX CABLE ENTRY DETAIL
Not to scale
J-BOX B-FLY DETAIL (J02)
SCALE: NONE
Prop 4"
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 5 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CL
Direction of Vehicular TrafficCL
TOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P06)
SCALE: NONE
4'x4' Work Pit
J-BOX B-FLY DETAIL (J03)
SCALE: NONE
Exist 4"
Exist 4"
Prop 4"
Prop 4"
Exist 4"
Exist 4"
Exist 4"
GUARD POST INSTALLATION
GUARD POST LOCATIONS
10' MIN. REQUIRED
ROAD OR PARKING AREA
GUARD
POSTS
5'
MIN
MIN
WORK SPACE
5'
MAX
5'
MAX
6"
CONCRETE
5'
MAX
5'
MIN
5'
MIN
PAINTED
YELLOW
MIN
2'-6"
6"
3'-6"
6'-0"
CURB OR EDGE
OF PAVEMENT
CURB OR EDGE
OF PAVEMENT
The following styles of guard posts are approved for Puget Sound Energy transformers:
- 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete.
The concrete shall have a minimum compressive strength of 3000 psi after 28 days.
The exposed portion of the post shall be painted traffic yellow.
- 6 ft x 9 in. diameter precast steel-reinforced concrete post.
Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA.
The exposed portion of the post shall be painted traffic yellow.
PAD &
FRONT
GUARD
XFMR
3' MIN
TYPICAL
MIN
18"18"
MIN
MIN
3'
LENGTH
GUARD POST INSTALLATION
Not to scale 0700.1600-02
EXISTING SERVICES
J-BOX B-FLY DETAIL (J01)
SCALE: NONE
Prop 4"
Prop 4"
Prop 4"
Prop 4"
Prop 4"
Prop 4"
Prop 4"
Prop 4"
Fabian Gomez 8/23/23
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
1.5' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
Not to scale
1.5' MIN
3'
MIN
3' MIN
3' MIN
10' MIN
3'
MIN
TOP VIEW
6'MIN
VAULT LID
3'MIN
3'MIN
3'MIN
ROAD SIDE (PREFERRED)
FIELD SIDE (PREFERRED)
TOP VIEW VAULT LID
6775.0035.02Not to scale
4'-0"
1'-0"
5'-8"
8"
7'-0"
Tubes for 1"
adjustable bolts ( 4)
Cover
2,490 lbs
Top Section
1,835 lbs
Base
4,760 lbs
4'-8"
(2) 3' Square
Plate Doors
NOTE: For Installations in pavement or sidewalks with adjustable cover
SIDE VIEW
TOP VIEW
9'-0"
11'-0"
2"
6'-0"
6"
Crushed
Rock
3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards.
4'-8" x 7' Handhole ( 575) w/adjustable Cover
MID#: 7663206
VAULT & EXCAVATION DETAIL @ J01, JO2 & J03
Not to scale 6055.1030
Excavation - 20 cubic yards
CLEAR WORKING SPACE FOR J-BOX
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS.
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
TOP VIEW
Excavation - 10-1/3 cubic yards
SIDE VIEW
Rock
Crushed
6"
4'-4"
2"
8'
8'
4'-8"
3'-6"
4'-8"
6"
20"
4'-8"5'-6"
44"
Not to scale 6045.5000-1
3,600 lbs
1,657 lbs
VAULT & EXCAVATION DETAIL @V01
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SERVICE LINE
(UTILITY OWNED)
SERVICE MAST
CONNECTION POINT
24'
16-1/2'
12'13'
STATE HIGHWAYS STREETS, ALLEYS, COUNTY ROADS,
DRIVEWAYS, AND PARKING AREAS
RESIDENTIAL PROPERTY
OVERHEAD SERVICE CLEARANCE DETAIL
SCALE: NONE
Communications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation
36"
Min
Cover
48"
Max
Backfill
(No rocks over 10" diameter)
Separation
12" Min
Gas
4" Sand Bedding
32" Typical
(Power, Gas, and
Communications)
JOINT TRENCH DETAIL
Primary-Mainline Gas & Communications (NTS)
Separation
12" Min
6" or 12" Min Sand Shading after Compaction
- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches (No PSE gas)
- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 6 OF 6
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
SPLICE PIT DETAIL
SCALE: NONE
Fabian Gomez 8/23/23
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4