HomeMy WebLinkAboutMFP23006062.pdfNote: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
105103610
1602 RAYMOND AVE SW
JENNY CHAU JENNY.CHAU@PSE.COM
MFP23006062
Monday - Friday 8:00AM - 3:00PM
Holly Powers - CED 12/27/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
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.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
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 Signs or Flaggers at
thoroughfare work sites and R.C.W. 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.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
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
seventy-two (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).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
1602 Raymond Ave SW Renton WA 98057 USASW 16TH STSW 16TH STRAYMOND AVE SW
RAYMOND AVE SW1413141818
11 12 13J01V01 2020CONETOPPERW20-1ROAD
WORK
AHEADX'≥W20-1ROADWORKAHEADX'≥W20-1ROADWORKAHEADX'≥X'≥X'≥RIGHT LANECLOSEDAHEADW20-5R W1-4LW20-1
ROADWORKAHEADX'≥THE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREAmaintain (2) 11' lanes
LEFTKEEPR4-8BNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com1 OF 11602 RAYMOND AVE SW, RENTON, WA 980570 51382692411/22/2023Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPUG/BOX/VAULTVAULTMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
CO
COCO
DITCH DITCH DITCHSDx
SDx SDx
SDxSDx SDx SDx SDx SDx SDx SDx
SDxSSx SSx SSx SSx SSx SSx SSx SSx
SSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWx
WxWxWxWxWxGxGxGxGxG
x Gx Gx Gx Gx Gx Gx Gx Gx
UGPx UGPx UGPx UGPx
UGPxUGPxUGPxUGPx
UGPxUGP
x
UGPx
UGPxUGPxU
G
P
x
UGPx UGPx UGPx UGPx UGPx
Gx Gx Gx Gx Gx Gx Gx Gx GxGxGxGxGx
FOxFOxFOx FOx FOx FOx FOx FOx FOx
FO
x
FOx FOx FOx FOx FOx FOx
FOx
FOx FOx FOx
FOx FOx FOx FOx FOx
FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOx FOxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUG
T
x
UGTxUGTxUGTxUGTxUGTxGx Gx Gx Gx Gx Gx Gx Gx
OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxOHPxOHPxOHPxOHPxOHPx
317312-165549
25 kVA 120/240V (A)
317309-165661
45 kVA 208V (ABC)
317315-165662
317320-165551
℄℄
℄
℄
317322-165560
25 kVA 120/240V (A)
EAR
13
ROW 60'
317315-165598
4/0CU ABCN317319-165523 4/3
10 kVA 120/240V (C)
SLAG3618
317317-165584
15 kVA 120/240V (B)
SLAG7034
ROW 60'
317317-165561 4/2
SLAG7033
90°
R=48"
CUST. PROVIDED
4' X 4' WORKPIT
PSE PROVIDED & CUSTOMER INSTALLED
1-2" SCH'L 80 DISCONTINUOUS PVC
CONDUIT ±25' IN CUST. PROVIDED TRENCH
±10'±15'CUST. PROVIDED
6' X 6' WORKPIT
W/ 6" BEDDING OF 5/8" CRUSHED ROCK
PSE INSTALL 1-RUN 1Ø PRI. 12KV1/0 UG
JKT CABLE ±35'
(AØEJN511)
SITE PLAN
N
Vicinity Map
47.4658, -122.2274
Owner / Developer Contact Info
officeATTN:
Amazon.com Services, LLC
410 Terry Avenue North
Seattle, WA 98109
Shane Walker 253-228-1753
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
EAR-13
10/18/2023
108 106 110
1 --
109 106 110
Superior
ORDER#NOTIF#
PWR
PROJECT PHASE
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.
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
N/A
200A
N/A
7KW
65A
0.6%
1.5%
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Jenny Chau
253-208-9480
jenny.chau@pse.com
SCALE: 1" = 50'105103610THIS 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)
105103610
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Jenny Chau 253-208-9480 6/1/23
Ray Reynolds 253-262-7409 6/1/23
N/A N/A N/A
Ray Reynolds -6/1/23
RW-_____Renton
AMAZON ROUNDABOUT
1Ø PRIMARY L/E
1602 RAYMOND AVE SW # LIGHTING, RENTON WA 98055
N/A N/A
N/A 105103610
AS NOTED 1 OF 1
KING N/A N/A CSPSKEPM
SW-19-23-5 N/A N/A
2305E075 2305E076 2305E075NW EAR-13
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
513826924
CIRCUIT FEET ADDED: 35'
Perm. Service
CONDUIT ONE-LINE
NOT TO SCALE
UNDERGOUND MAP
NOT TO SCALE
SITE SPECIFIC NOTES
J01 EXISTING 317315-165662:
- EXISTING VAULT TO REMAIN
- INSTALL (1) L/B ELBOW 6041.1000, ELB10J
V01 NEW 317312-165549:3-19A
-INSTALL 36" X 42" 38" UNISTRUT HH & GNDS 6045.1010, MINU1SR
-SET ___KVA, 120/240V PM XFMR (MID:6247000)
-INSTALL L/B ELBOW 6041.1000, ELB10J
-INSTALL CABLE #
-INSTALL GRID #
- CONNECT CUSTOMER OWNED, INSTALLED, AND MAINTAINED 3-RUNS OF 3/0 CABLE.
M01 NEW:
PSE METER DEPT TO INSTALL 200A METER
SPAN SPECIFIC NOTES
SEE SITE PLAN, TABLES, AND ONE-LINES FOR INSTALL.
SCALE: NONE
UNISTRUT MP DETAIL
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONTCommunications
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.
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS (MID 9995692).
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
PRIMARY TRENCH DETAIL
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (PM)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
25kVA 120/240v
6247000
V01
317312-165549
104354563514244178
PSE Locates Req'd
Developer Locates Req'd Yes
No
No
YesFlagging Req'd
Outages Req'd
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, or
as required by your local municipality.
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 on private property.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
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:
VAULTS & WORK PITS.
-PROVIDE A 4' X 4' WORK PIT AT J01.
-PROVIDE A 6' X 6' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01.
TRENCHING & CONDUIT.
-INSTALL ±90' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM V01 TO M01 .
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS.
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 .
Primary Cable & Conduit Table (Foreman to Complete)
LOCATION CONDUIT PRIMARY CABLE
QTY OF LUBE (gal.)AS BUILT
INFORMATION
From To Size
(in)
Qty
Design
Length
(ft)
Actual
Length
(ft)
TYPE BENDS PULL
(lbs)
PULL
Rev
(lbs)
Cable
Size
Design
Length
(ft)
Actual
Length
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION
DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Design As Built
Actual Amount
Installed
(Conduit & Cable)
J01 V01 2"1 25'X 2 0 0 0 52.4 54.7
PRI
12KV
1/0 UG
35'EJN511
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
J-BOX B-FLY DETAIL (J01)
SCALE: NONE
Exist 4" (317315-165662)
Exist 4"
Prop 2" (V01)
FAULT CURRENT TABLE
1Ø PM TRANSFORMERS (240/120V)
120V WINDINGS 240V WINDINGS
LOCATION SIZE R/X MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V01 25KVA 0.8 2.23 9,300 AMPS 1.70 6,100 AMPS
Meter Set 3002307223514244235
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
-1 V01 3 3/0 -
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
CABLE ONE-LINE
NOT TO SCALE
Vault & Equipment Table
Work
Locatio
n
Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT
INFORMATION
Foreman-CompleteLBDC
V01 317312-165549 MINU1SR
(3'x3.5'x3.167')
PAD-1P-07-120/2
40-25 (25 kVA)1 1
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.
JOB SITE
JOB SITE
JOB SITE
MFP23006062