HomeMy WebLinkAboutMFP19006189.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP19006189
IVR Number: 19006189
Permit Informaon
Permit Name:Puget Sound Energy - Electric
Address/Locaon :11/14/2019Application Date:1352300005Parcel Number:1300 BRONSON WAY N
Permit Type:12/04/2019Issue Date:Franchise
Permit Work Class:12/03/2020Expiration Date:Major Utility
Job Number:101121708Franchise Type:Electric
Description:Remove P01, install P02 with new XF and 3PH termination. Open cut across N 2nd ST, install 3PH primary along
ROW to private property. Remove poles P05, P06, P07, P10, P11, and reframe P03, P09. Restoration per City of
Renton standards.
PRE CONSTRUCTION MEETING REQUIRED PSE and the City of Renton to meet with homeowner @203 Meadow
Ave N to explain why a pole(P09) needs to be added in front of their property.
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Applicant
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
CONSTRUCTION INDUSTRY TRAIN 1300 BRONSON WAY N
RENTON , WA 98057
Owner
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Specialized
Billing
X
General Condions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
This permit and plans must be posted at the job site at all times.
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Call 425.430.7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
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: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
տ New Construction տ Repair/Relocate տ Underground տ Overhead տ Sidewalk տ Street
տ Open Trench տ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/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
101121708
CORRIE RYDBERG
(253) 234-6410
CORRIE.RYDBERG@PSE.COM
1300 BRONSON WAY N
REMOVE P01 (318003-166230), INSTALL P02 (317999-166222) WITH NEW XF AND 3PH TERMINATION. CUSTOMER TO OPEN CUT ACROSS
N 2ND ST, INSTALL 3PH PRIMARY ALONG RIGHT OF WAY TO PRIVATE PROPERTY. REMOVE POLES P05,P06,P07,P10,P11. REFRAME P03,P09.
PLEASE SEE ATTACHED
✔✔✔✔✔
✔
Potelco, Inc. (253) 234-6410
POTELI#227PL BL005109
Corrie Rydberg Digitally signed by Corrie Rydberg Date: 2019.11.14 16:53:06 -08'00'11/14/19
MFP19006189
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
Scott Warlick
RESTORATION PER CITY OF RENTON STANDARDS
Justin Johnson
12/5/2019
12/5/2019
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
101121708
Potelco, Inc
DAVE HONEYSETT (253) 245-0883
6905 S 228th St, Kent, WA 98032
DAVE.HONEYSETT@PSE.COM
1300 BRONSON WAY N
TBD
TBD
CORRIE RYDBERG
11/14/19
Corrie Rydberg Digitally signed by Corrie Rydberg
Date: 2019.11.14 16:52:53 -08'00'
MFP19006189
8:00AM - 3:00PM
Monday - Friday
Scott Warlick
12/4/2019
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).
N
Vicinity Map
47.484280, -122.199574
101121708FOREMAN (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.
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
Owner / Developer Contact Info
officeATTN:
CITC Vocational Training
1930 116th AVE NE #201
Bellevue, WA 98004
Patrick Hansen-Lund (858) 581-0754
505924897 101121708
108115032
583062283
......
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
UG Expense
Removal
OH Expense 593210193
......
Trf Removal
Removal
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Dave Honeysett
(253) 245-0883
Dave.Honeysett@PSE.com
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
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
HANDHOLE
CITC RENTON
SCHEDULE 73
OH TO UG CONVERSION
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 HARDSURACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED).
GENERAL 1.
Pre-construction Notify appropriate City or County 48 to 72 hours or as required by
permitting agency before 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 a
conflict with the intended trench route as shown on the site plan and existing utilities or
obstructions, trench route may need to be moved to opposite side of street.
Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County
authorities during Pre-construction meeting will determine the final trench route.
2. Existing Utilities
Hand excavate (pothole) all marked utility crossings to verify exact location and depth
at point of crossing. Protect underground utilities during excavation. Use hand
excavation methods if necessary to avoid damage. Fabricate and install adequate
temporary structures to support and protect underground utilities while exposed during
construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings.
Maintain 24" minimum separation between new trench or tunnel and parallel existing
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 Puget Sound
Energy or municipal authorities to repair damage at no cost.
3. Work Drawings
Maintain on site, in good condition, a complete file of all work drawings. These
drawings shall be available at all times to a Puget Sound Energy representative.
Corrections and changes made during the job shall be recorded continuously on these
drawings. All underground electrical facilities shall have a minimum of 36 inches 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 the
end of the job.
4. Safety
Provide signs, barricades, and traffic control in conformance with local jurisdictions and
regulations. Provide flagging and or other vehicle traffic control as needed in
conformance with local regulations. (see SPM # 100.4000) Provide adequate signage
and protection to traffic during non-working hours. Maintain traffic flow as required by
permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and
bicycles.
Install warning barricades at least every 50 feet along the trench route from the time the
trench is opened until the trenching is complete.
5. Existing Systems
Maintain existing electrical system in service until new system is complete, tested, and
ready for service. Disable existing system only to make cutovers and connections as
directed by Puget Sound Energy's representative.
Provide temporary wiring and connections to maintain existing systems in service during
construction; if a scheduled outage is not possible. When work must be performed on
energized equipment or circuits, use qualified personnel for such operations.
EARTHWORK
See Puget Sound Energy SPM 6800.4050
1. Back hoe, Hand Dug Excavations
Paved Surfaces
Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow
off the edge of paved surface far enough to minimize asphalt disturbance. Repair any
blow out areas (where edge has been broken) by sawing. The depth of the trench shall
be enough to allow 36" of cover . Backfill material shall be Controlled Density Fill (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 the
shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with
the narrowest width bucket practical or plow. Trench shall be deep enough to allow a
minimum of 36" of cover over the top most cable. All ditch crossings shall have a
minimum of 36" cover from the lowest point within the existing ditch line.
Culverts; when installing facilities under a culvert, excavation must be filled with packed
crush rock. If any culvert is damaged it will be repaired or replaced in accordance with
permitting agency and contractors responsibility.
Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes
become the property of the contractor immediately upon removal. Remove spoils and
wastes promptly to an approved disposal site. Remove spoils containing asphalt or
concrete to a disposal site specifically approved for such materials. Provide Puget
Sound Energy with a disposal receipt for all spoils.
2. Backfill
Unpaved Road Surfaces
Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted
to 95% density. Backfill for unpaved road sections shall consist of native material
compacted to 95% density.
At the end of each workday, backfill or plate all trench, remove all spoils and clean
roadway surface of large hazardous debris.
3. Surface Restoration
Unpaved Surfaces
Restore ground surface to original contour. Restore to original condition or better.
4. Landscaping
Arrange and perform work to minimize impact to existing landscaping. Restore
landscaping that has been disturbed during the course of work, including seeding of
banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to
avoid sloughing. Leave area in its original state or better at the end of construction.
Hand dig if required to prevent damage to tree roots.
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6"
DB120 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required
by the permitting agency.
Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top
conduit at all times or as required by the permitting agency. Bends shall be made with as long a
radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during
installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the
4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'
minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and
cap conduit to prevent the entry of dirt and moisture.
Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as
straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs
may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing
under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,
cut the conduit ahead of kink and splice to new conduit to continue run.
2. Underground Primary Cable
Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene
jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service
with a copper tape neutral conductor and polyethylene jacket. 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 installation equipment.
Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be
non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not
be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be
equipped with instrumentation to continually monitor and record peak tension encountered during
a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.
Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if
pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed
minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.
Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment
and prevent un-necessary damage to sidewalks.
Train and coil cables in vaults as required to form a smooth transition from conduit to termination.
if terminations are to be performed by others, coil 15' of cable in vault and cap end.
3. Terminations and Splices
Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-
5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and
cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.
Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice
cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076.
4. Concrete Vaults
Excavate, install base material, and compact base material in accordance with Puget Sound
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 no higher than 6" above existing road
elevation. Install hillholders as required on sketch or by construction notes.
5. Grounding
Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable
is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2
copper jumper or to Concentric neutral at each splice 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 with wall.
Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return
scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as
required by permitting agency.
7. Traffic Control
All traffic control to comply with current specifications in M.U.T.C.D.
GENERAL OVERHEAD NOTES:
1. Poles, conductors, devices to be installed per PSE Standards & Specifications.
2. Poles are to be installed or relocated as staked.
3. All new poles set shall be the class indicated on the sketch or better.
4. Install ground plate assembly on all new poles.
5. Install grid numbers on all new and existing poles as shown on sketch.
6. Treat all field-drilled poles with copper Naphthenate wood preservative.
7. Customer/Developer to coordinate between utilities.
8. All new and relocated poles -locations- to be approved by King Co.
OVERHEAD CIRCUIT MAP (1602E008)
SCALE: 6" = 1 MILE
WORKZONE
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)
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
Dave Honeysett (253) 245-0883 9/6/19
Nate Linville (253) 970-7284 9/6/19
Nate Linville (253) 970-7284
RW-______City of Renton
CITC Renton Headquarters Sch 73
Schedule 73 Conversion
1300 Bronson Way N, Renton, WA 98057
101121708
AS NOTED 1 of 5
King CSPSKEPM
NE-17-23N-05E 208.080 208.082
2305E066 2305E088 2305E066SE PCR-14
CENTURYLINK
N/A
N/A
COMCAST
N/A
N/A
PSE GAS
N/A
N/A
ZAYO?
N/A
N/A
WORK
ZONE
MFP19006189
214
215
209
205
201
208
204
1402
123
115
111
1408
1218
215
211
1210
210
203
204
200
131
1300 xxxxxxxxxxxxx x x x
G G
UP
UPUPUPUPUPUPUPWWWWWWWWWWWWWWWWWWW W
W
UPUPUPUPUPUPUPUPUPWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGUTGGGGGGGGGGGG
GGxxxxxxxxxxGGG G G G G G
G G GGGGGGGGG G G G G G G
SD SD SD SD SD SD SD SD SD
SD
S
DSD
SDSD SD SD SD SD SDSDSDSDSDSDSDSD
SDSD
SDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUPUPUPUPUP
UP
UP
UP
UP
UP
UP
UP UP UP UP UP UP UP
UTUTUTUTUTUTUTUTUTUTSDSDSDSDSDS
D 8" DEC(4)8" DEC24
"
D
E
C
20" DEC18
"
D
E
C
16"
D
E
C
10" DEC16
"
C
H
30" OAK30" OAK30" OAK40" CED12" FIR12" FIR12" FIR8" FIR8" FIRxxxxxxxxxxxxxxxxxxxxxxxxxxxxxTTT T T T T T TTTTTTTTTTTTTTTTTTTTTTTTTT T
ROW OF 3" CED
ROW OF 3" CEDSDSDSDSSSSSS(ノ 益 )ノ彡┻━┻
317977-166222
1X 75 kVA 120/240V
1X 10kVA 120/240V
SLAG7877
317967-166222
SLAG7876
317988-166223
SLAG7878
317999-166234
25 kVA 120/240V (B)
317999-166222
UNK (65T)
SLAG7879
317985-166246
3X 25 kVA 120/208V
317999-166246
SLAP0285
318003-166254
318012-166247
37.5 kVA 120/240V (B)
317998-166263
10 kVA 120/240V (B)
SLAG7875
317978-166246
100 kVA 120/240V (C)
SLAG7870
317999-166226
317993-166244
318008-166223
25kVA 120/240V
318003-166230
37.5 kVA 120/240V (A)
T______ (65T)
PROPOSED
EASEMENT
PROPOSED
EASEMENT
PROPOSED
EASEMENT
SWING
SWING
317979-166244
300 kVA 120/208V (ABC)
317975-166244
112 kVA 120/208V (ABC)
J
WRECK-OUT SITE PLAN 101121708SCALE: 1" = 30'
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
Dave Honeysett (253) 245-0883 9/6/19
Nate Linville (253) 970-7284 9/6/19
Nate Linville (253) 970-7284
RW-______City of Renton
CITC Renton Headquarters Sch 73
Schedule 73 Conversion
1300 Bronson Way N, Renton, WA 98057
101121708
AS NOTED 2 of 5
King CSPSKEPM
NE-17-23N-05E 208.080 208.082
2305E066 2305E088 2305E066SE PCR-14
CENTURYLINK
N/A
N/A
COMCAST
N/A
N/A
PSE GAS
N/A
N/A
ZAYO?
N/A
N/A
00 1"2"
00 30'60'
AT P01: REMOVE 318008-166223
REMOVE EXISTING 1984 40' CL3 DISTRIBUTION POLE
REMOVE EXISTING 25kVA 120/240V 2B OH TRANSFORMER, RETURN TO PSE YARD
COMMUNICATIONS TO TRANSFER TO P02 LATER
AT P10: REMOVE 317985-166246
REMOVE EXISTING 1984 45' CL3 DISTRIBUTION POLE
REMOVE EXISTING 3X 25kVA 120/208V 1B TRANSFORMERS, RETURN TO PSE YARD
COMMUNICATIONS TO REMOVE LATER
AT P11: REMOVE 317978-166246
REMOVE EXISTING 1962 45' CL4 FOREIGN OWNED POLE
REMOVE EXISTING 100kVA 120/240V OH TRANSFORMER, RETURN TO PSE YARD
COMMUNICATIONS TO REMOVE LATER
AT P12: REMOVE 317988-166223
REMOVE EXISTING 1983 40' CL4 DISTRIBUTION POLE
REMOVE EXISTING POLE MOUNTED LUMINARIES, RETURN TO PSE YARD
COMMUNICATIONS TO REMOVE LATER
AT P13: REMOVE 317977-166222
REMOVE EXISTING 1948 45' CL4 DISTRIBUTION POLE
REMOVE EXISRING 1X 75kVA 120/240V 2B OH TRANSFORMER, RETURN TO PSE YARD
REMOVE EXISTING 1X 25kVA 120/240V 2B OH TRANSFORMER, RETURN TO PSE YARD
REMOVE EXISTING POLE MOUNTED LUMINARIES, RETURN TO PSE YARD
COMMUNICATIONS TO REMOVE LATER
AT P14: REMOVE 317967-166222
REMOVE EXISTING 1967 40' CL4 DISTRIBUTION POLE
REMOVE EXISTING POLE MOUNTED LUMINARIES, RETURN TO PSE YARD
COMMUNICATIONS TO REMOVE LATER
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
Wk
Loc
Pole Data Pole
TEL TV FIBER TRAN RMVD ID NUMBER
Grid #Length Class Year TOPPED RMVD
P01 318008-166223 40'4 1984
P05 317988-166223 40'4 1983
P06 317977-1966222 45'4 1948
P07 317967-166222 40'4 1967
P10 317985-166246 45'4 1948
P11 317978-166246 45'4 1962
WIRE REMOVAL TABLE
Work
Location Wire Size & Type Quantity
Length
(per
conductor)
Remarks
From To
P03 P05 #2 ACSR-
PRI/NEUT 4 100'
P05 P06 #2 ACSR-
PRI/NEUT 4 110'
P06 P07 #2 ACSR-
PRI/NEUT 4 100'
P09 P13 #2 ACSR-
PRI/NEUT 4 140'
P13 P14 #2 ACSR-
PRI/NEUT 4 140
MFP19006189
Pse and City of Renton
to meet with homeowner
to explain why this pole
needs to be added.
8" DEC(4)8" DEC24
"
D
E
C
20" DEC18
"
D
E
C
16"
D
E
C
10" DEC16
"
C
H
30" OAK30" OAK30" OAK40" CED12" FIR12" FIR12" FIR8" FIR8" FIRROW OF 3" CED
ROW OF 3" CEDPROPOSED EASEMENT
PROPOSED EASEMENT
PROPOSED EASEMENT
318008-166223
25kVA 120/240V
318003-166294
317999-166234
25kVA 120/240V
318003-166230
25kVA 120/240V
T82975 (65T)
318799-166222
UNK (65T)
317993-166244
ALLEYACTUAL LOCATION OF
HAND HOLE IS
UNKNOWN, NEEDS TO
BE LOCATED
318999-166246
317999-166226
318975-166244
318979-166244
NEW SECONDARY
HAND HOLE
REQUIRED FOR
CUSTOMER OWNED
SERVICE CONDUCTOR
POST CONSTRUCTION SITE PLAN 101121708SCALE: 1" = 20'
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
Dave Honeysett (253) 245-0883 9/6/19
Nate Linville (253) 970-7284 9/6/19
Nate Linville (253) 970-7284
RW-______City of Renton
CITC Renton Headquarters Sch 73
Schedule 73 Conversion
1300 Bronson Way N, Renton, WA 98057
101121708
AS NOTED 3 of 5
King CSPSKEPM
NE-17-23N-05E 208.080 208.082
2305E066 2305E088 2305E066SE PCR-14
CENTURYLINK
N/A
N/A
COMCAST
N/A
N/A
PSE GAS
N/A
N/A
ZAYO?
N/A
N/A
00 1"2"
00 20'40'
SITE SPECIFIC NOTES
AT P01: REMOVE 318008-166223
REMOVE EXISTING 1984 40' DISTRIBUTION POLE
REMOVE EXISTING 25kVA 120/240V 2B TRANSFORMER, RETURN TO PSE YARD
AT P02: NEW 318003-166230
-INSTALL (1) 45' CL2 DISTRIBUTION POLE & GROUNDS 6010.1000 (PD452)
-INSTALL (2) 9' 8P STD CROSS ARMS (ARD2S09)
-INSTALL (2) POLE MOUNTED DEAD-ENDS (N,S) FRAME PER STD 6033.1044 (DDE2310)
-INSTALL (4) ARM MOUNTED DEAD-ENDS (N,S)
-INSTALL (2) POLE TOP PINS & INSULATORS
-INSTALL (4) STEEL ARM PINS & INSULATORS
-INSTALL (3) STIRRUPS & HOT LINE CLAMPS
-INSTALL (3) 12kV AUTOMATIC DEAD-ENDS (N) 6033.1044 (DDE2310)
-INSTALL (3) 12kV STRAIGHT LINE CLAMPS (S) FOR REDUCED TENSION SPAN FRAME 6033.5010 (SSD312)
-INSTALL (1) LB C/O FOR TRANSFORMER ON CROSS ARM BRACKET, FUSE @ 10T, TAP AØ
-INSTALL (1) FG TRI-UNIT C/O ARM W/(3) 10kV ARRESTORS
-INSTALL (3) LI C/O ON NEW FG TRI-UNIT C/O ARM, FUSE @ 65T
-INSTALL (3) 15kV 1/0 CS PIN TERMINATIONS
-INSTALL SWITCH #T82975
-INSTALL (1) 25kVA 120/240V 1B OH TRANSFORMER PER STD 6025.1000 (TRFNXF)
-INSTALL (1) 10" TRIPLE HELIX ANCHOR L=15'(
-INSTALL (1) 3/8" PRIMARY DOWN-GUY L=15'
-INSTALL (1) 3/8" NEUTRAL DOWN-GUY L=15'
-INSTALL (1) 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION
-INSTALL (1) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS 6042.1000 (RIS4CSS) ±30' ____' ACTUAL
-INSTALL GRID 318003-166230
AT P03: EXISTING 317999-162222
EXISTING DISTRIBUTION POLE AND EQUIPMENT TO REMAIN
-INSTALL (6) ARM MOUNTED DEAD-ENDS FOR SLACK SPAN ON EXISTING ARMS (N,S) 6033.5010 (SSD312)
-INSTALL (3) 12kV STRAIGHT LINE CLAMPS FOR SLACK SPAN (N)
-INSTALL (3) 12kV AUTOMATIC DEAD ENDS (S)
-INSTALL (1) ARM MOUNTED DEAD-END ON NEUTRAL ARM W/STRAIGHT LINE CLAMP
-INSTALL (1) 3/8 PRIMARY SPAN GUY (W) TO P04 L=80'
-INSTALL (1) 3/8" NEUTRAL SPAN GUY (W) TO P04 L=80'
AT P04: NEW 317999-166226
-INSTALL (1) 35' CL2 GUY STUB POLE
-INSTALL (1) 10" TRIPLE HELIX ANCHOR L= 10'
-INSTALL (1) 3/8" SIDEWALK GUY L=10'
-INSTALL GRID 317999-166266
AT P08: NEW 318999-166246
-INSTALL (1) 45' CL2 DISTRIBUTION POLE & GROUNDS 6010.1000 (PD452)
-INSTALL (2) 9' 8P STD CROSS ARMS (ARD2S09)
-INSTALL (2) POLE MOUNTED DEAD-ENDS (N,S) FRAME PER STD 6033.1044 (DDE2310)
-INSTALL (4) ARM MOUNTED DEAD-ENDS (N,S)
-INSTALL (2) POLE TOP PINS & INSULATORS
-INSTALL (4) STEEL ARM PINS & INSULATORS
-INSTALL (3) 12kV AUTOMATIC DEAD-ENDS (N) 6033.1044 (DDE2310)
-INSTALL (3) 12kV STRAIGHT LINE CLAMPS (S) FOR SLACK SPAN TO P08 FRAME 6033.5010 (SSD312)
-INSTALL (1) 10" TRIPLE HELIX ANCHOR L=15'
-INSTALL (1) 3/8" PRIMARY DOWN-GUY L=15'
-INSTALL (1) 3/8" NEUTRAL DOWN-GUY L=15'
-INSTALL (1) 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION
-INSTALL GRID 317999-166246
P09: EXISTING 318003-166294
EXISTING DISTRIBUTION POLE AND EQUIPMENT TO REMAIN
-INSTALL (1) POLE-TOP PIN & INSULATOR (N)
-INSTALL (1) 9' 8P STD CROSS-ARM (S)
-INSTALL (2) STEEL ARM-PINS & INSULATORS
-INSTALL (2) POLE MOUNTED DEAD-ENDS (N,S)
-INSTALL (4) DEAD-ENDS
-INSTALL (3) AUTOMATIC DEAD-ENDS (N)
-INSTALL (3) STRAIGHT-LINE CLAMPS (S) FOR REDUCED TENSION SPAN TO P08
SPAN NOTE
V01 TO HH1
INSTALL (1) 4" SCH 80 PVC CONDUIT ±50' ____' ACTUAL
INSTALL (1) RUN 750KCMIL SECONDARY QUAD ±50' _____' ACTUAL
V01 TO IP1
REMOVE EXISTING 350KCMIL QUAD SECONDARY ±90' ____' ACTUAL
INSTALL (1) 4" SCH80 PVC CONDUIT ±90' _____' ACTUAL
V02 TO HH2
INSTALL (1) 350KCMIL QUAD SECONDARY ±160' _____' ACTUAL
SWING
PRIMARY CABLE & CONDUIT TABLE
Work
Location
Conduit Primary Cable As Built Information
Size Qty Length
Design Bends Pull
Fwd
Pull
Rev Cable Length
Design Cable Numbers Foreman Please Record Foreman - Complete
FROM TO (in)(ft)90°45°22°11°(lbs)(lbs)Size (ft)A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable)
P02 J01 4"2 230'2 2 0 0 835.2 909.5 PRI 12KV
750 UG 270'EII826 EII827 EII828
J01 EM1 4"1 24'0 0 0 0 234.1 234.1 PRI 12KV
750 UG 24'EII829 EII830 EII831
J01 EM1 4"1 110'1 0 0 0 896.6 800.4 PRI 12KV
750 UG 369'EII832 EII833 EII834
SPARE J02 V01 4"1 110 0 0 0 0 108'
Vault & Equipment Table
Work
Location
Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT INFORMATION
Foreman-CompleteLBDC
J01 317993
166244
5' X 7' X 6" Vault
5'x7'x6" lid w/2-3'sq
doors (Mid: 7663200)
(3) 15kV 200A
4POS JBUS
(MID: 7625900)
9 3
V01 317979
166244
4'8" SQ X 3'6" Vault
4'8" x 5'6" x 6" Lid
(Mid: 7663900,
7655200)
300kVA 120/208V
PM TRF MID:
6258200
3 -
V02 317979
166244
4'8" SQ X 3'6" Vault
4'8" x 5'6" x 6" Lid (Mid:
7663900, 7655200)
112.5kVA 120/208V
PM TRANSFOMER
(MID: 6258050)
3 -
HH1 N/A
6' X 4' X 4' VLT W/2-3'
SQ AS DOORS
MID: 9996200
4-8POS #2-750
KCMIL SEC CON
BARS MID: 7651201
MFP19006189
317967-166261
112.5kVA 120/208V
318003-166230
25kVA 120/240V
T82975 (65T)
317993-166244
317970-166253
OVERHEAD MAP - BEFORE
101121708SCALE: NONE
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
Dave Honeysett (253) 245-0883 9/6/19
Nate Linville (253) 970-7284 9/6/19
Nate Linville (253) 970-7284
RW-______City of Renton
CITC Renton Headquarters Sch 73
Schedule 73 Conversion
1300 Bronson Way N, Renton, WA 98057
101121708
AS NOTED 4 of 5
King CSPSKEPM
NE-17-23N-05E 208.080 208.082
2305E066 2305E088 2305E066SE PCR-14
CENTURYLINK
N/A
N/A
COMCAST
N/A
N/A
PSE GAS
N/A
N/A
ZAYO?
N/A
N/A
00 1"2"
00 20'40'
OVERHEAD MAP - AFTER
SCALE: NONE
UNDERGROUND MAP - BEFORE
SCALE: NONE
UNDERGROUND MAP - AFTER
SCALE: NONE
TOP VIEW
6'MIN
VAULT LID
3'MIN
3'MIN
3'MIN
ROAD SIDE (PREFERRED)
FIELD SIDE (PREFERRED)
TOP VIEW VAULT LID AT J01
6775.0035.02Not to scale
Filter fabric skirt
secured with grate.
Overflow
Catch Basin Grate
Collected Sediment
NOTE: Filter fabric installed in grate
is not an approved alternative.
ÌÌÌÌ
ÌÌÌÌ
Filter fabric walls for
dewatering sediment.
Catch Basin Insert
MID 9995728
CATCH BASIN INSERT DETAIL
SCALE: NONE 0150.3200
6" to 12"
Under Normal
Conditions
65" Min for Triple Helix
DETAIL FOR TRIPLE
HELIX INSTALLATION
Not To Scale
ANCHOR DETAIL - TRIPLE HELIX
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
FLOWING DITCH or BODY OF WATER
SLOPE
Secure bottom of fence
with gravel bags
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Adjacent to flowing ditches or bodies of water
Install silt fence around
pole excavation
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
Phone & TV Primary Power Cable
Direct Buried or in PSE provided
Excavated Dirt Pile
Final Grade
24" Min
48"
Max
18"
Backfill for DB 120 Conduit/Direct Buried Cable
12" Min
Separation
6" or 12" of sand, 5/8" minus
3" of sand, 5/8" minus, or clean backfill bedding
JOINT TRENCH DETAIL
36"
Min
Cover
ROADSIDE
Typical To Excavated Dirt Pile
(No Rocks over 10" Diameter)
or clean backfill shading
DB120 Grade Conduit
Primary-Direct Buried or DB 120 (NTS)
- A 6" layer of sand, 5/8" minus, or clean shading 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, 5/8" minus, or clean shading is required when excavated native material
contains rocks up to 10" in diameter.
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
MFP19006189
101121708UTILITIES
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
Dave Honeysett (253) 245-0883 9/6/19
Nate Linville (253) 970-7284 9/6/19
Nate Linville (253) 970-7284
Required City of Renton
CITC Renton Headquarters Sch 73
Schedule 73 Conversion
1300 Bronson Way N, Renton, WA 98057
101121708
AS NOTED 5 of 5
King CSPSKEPM
NE-17-23N-05E 208.080 208.082
2305E066 2305E088 2305E066SE PCR-14
CENTURYLINK
N/A
N/A
COMCAST
N/A
N/A
PSE GAS
N/A
N/A
ZAYO?
N/A
N/A
GUARD POSTS FOR PADMOUNT EQUIP.
TYPICAL
TRANSFORMER
0700.1600Not to scale
5'
MAX
5'
MAX
5'
MAX
5'
MAX
5'
MAX
5'
MAX
5'
MAX
5'
MAX
3'
MIN
8' x 8' OR 10' x 10'
CONCRETE PAD
GUARD POSTS
ACCESS DOOR SWING
4'
MIN
18'
MIN
3'
MIN
CL
CL
18'
MIN
TRENCH DETAIL
Electric Service Cable in Conduit (NTS)
Electric Service Cable in Conduit
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
12" Typical
(6" Min)
Backfill for Conduit
Free of rocks
larger than 8"
in diameter)
36" MINIMUM COVER
IN RIGHT OF WAY
To Excavated Dirt Pile
3" Schedule 40 Grey PVC
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
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 AT V01 & V02
CUSTOMER
ENTRANCE
CUSTOMER
ENTRANCE
CUSTOMER
ENTRANCE
PSE
ENTRANCE
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR TRANSFORMER VAULT AT V01 & V02
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
THREE PHASE SECONDARY CONCRETE HANDHOLE AT HH1
Not to scale 6050.2120-13'-6"4'-0"
6'-0
"
Typical customer run
service conductors
in duct
Install PVC bellends
and grout into wall
Seal conduit
with foamConduits and conductors
shall enter from ends of
handhole through
knockouts provided
Cover with 2 3' Sq Std Plate Door,
or
Cover with 2 3' Sq Anti-Skid Door
Base
3450 lbs
Cover
1510 lbs
6'-8
"
4'-8"6"POWE
R
2"
SIDE VIEW
4'-4"Crushed
6"
Rock
TOP VIEW
8'
10'
Excavation - 13 Cubic Yards
3'
10'
APPROVED
TRANSFORMER
AREA
3'
REDUCED FLAMMABILITY TRANSFORMER CLEARANCES
FROM COMBUSTIBLE SURFACES COMBUSTIBLE BUILDING WALLS AND ROOFMFP19006189
GARDEN AVE NN 2ND AVE
GARDEN AVE N1919
1919 15151515N 2ND ST GARDEN AVE NP07
P14
1
1
1
2
1
2
1
2
1
2 RIGHTKEEPR4-7BM6-2R9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9DETOURM4-9bR9-11SIDEWALK
CLOSED
AHEAD
DETOUR M4-9bROADWORKAHEADW20-1350'X'W1-4LUSE MAXIMUM AVAILABLE
SPACE FOR SIGNS
R
O
A
D
W
O
R
K
A
H
E
A
D
W20-1350'maintain (2) 12' lanesROADWORKAHEADW20-1W1-4R100'100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1
100'
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999
INFRASOURCE LLC
000
00000
00 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGN
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 1 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
MFP19006189
GARDEN AVE NN 2ND AVE
GARDEN AVE N1919
1919 15151515GARDEN AVE NP05
P12
1
1
1
2
1
2
1
2
1
2
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE
LLC
000
000
0000 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGW20-7AW20-4ONE LANEROADAHEAD100'100'ROADWORKAHEADW20-1350'
R
O
A
DWO
R
K
A
H
E
A
D
W20-1350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'100'100'R9-11SIDEWALKCLOSEDAHEADDETOURM4-9bR9-11SIDEWALK
CLOSED
AHEAD
DETOUR M4-9bS/WCLOSED R9-9FLAGGERS WILL ASSIST
PEDESTRIAN AROUND
WORK ZONE
N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 2 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP19006189
GARDEN AVE NN 2ND AVE
1919
1919 15151515N 2ND ST GARDEN AVE NP06
P13
1
1
1
2
1
2
1
2
1
2 RIGHTKEEPR4-7BM6-2maintain (2) 12' lanesPLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC
000
0
000000 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGR9-11SIDEWALK
CLOSED
AHEAD
DETOUR M4-9bR9-11SIDEWALKCLOSEDAHEADDETOURM4-9bROADWORKAHEADW20-1350'100'W1-4LR
O
A
DWO
R
K
A
H
E
A
D
W20-1350'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1
100'W1-4R100'S/W
CLOSED R9-9S/WCLOSEDR9-9N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 3 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
MFP19006189
MEADOW AVE NN 2ND AVEGARDEN AVE N1919191915151515N 2ND STGARDEN AVE N15151717N 2ND AVEMEADOW AVE NP04STOPFLAGGER STOPFLAGGER
W20-7AROAD
WORK
AHEAD W20-1BEPREPARED
TOSTOP W3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'STOPFLAGGER W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'
W20-7AROADWORKAHEADW20-1
W20-4ONE LANEROADAHEAD100'100'100'STOPFLAGGER
ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'R9-11SIDEWALKCLOSEDAHEADDETOURM4-9b R9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9FLAGGERS WILL ASSISTPEDESTRIAN AROUNDWORK ZONEPLACE SIGNSBOTH SIDES OFWORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGFROM TO
TOW AWAY AREA
PHONE 888-9999INFRASOURCE LLC 000 0000000
NO PARKING NPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB1011217081300 Bronson Ave N, Renton, WA 9805711/12/2019safaa.neema@pse.com(425) 398-6077SHEET 4 of 11CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.PRINT ON11X17" SHEETS ONLY28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP19006189
MEADOW AVE NN 2ND AVEGARDEN AVE N1919191915151515 GARDEN AVE N15151717N 2ND AVEMEADOW AVE NP03P02P01STOPFLAGGER
STOP
FLAGGERSTOPFLAGGER
STO
P
FLAGGER
PLACE SIGNSBOTH SIDES OFWORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKINGFLAGGERS WILL ASSISTPEDESTRIAN AROUNDWORK ZONEW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1
W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD
WORK
AHEAD W20-1BEPREPAREDTO
STOP W3-4100'100'100'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'
R9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9S/W
CLOSED R9-9R9-11SIDEWALK
CLOSED
AHEAD NPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB1011217081300 Bronson Ave N, Renton, WA 9805711/12/2019safaa.neema@pse.com(425) 398-6077SHEET 5 of 11CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.PRINT ON11X17" SHEETS ONLYTRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP19006189
MEADOW AVE NN 2ND AVEGARDEN AVE N1919191915151515N 2ND STGARDEN AVE N15151717N 2ND AVEMEADOW AVE NJ01STOPFLAGGERSTOPFLAGGER STOPFLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4100'100'100'STOP
FLAGGER
W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'X'100'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'USE MAXIMUM AVAILABLESPACE FOR SIGNSS/WCLOSEDR9-9
R9-11SIDEWALK
CLOSED
AHEAD
DETOURM4-9bS/WCLOSEDR9-9R11-4R5-133ROAD CLOSEDTOTHRU TRAFFICLOCALACCESSONLYBRONSON WAY NPLACE SIGNSBOTH SIDES OFWORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGFROM TO
TOW AWAY AREA
PHONE 888-9999INFRASOURCE LLC 000 0000000
NO PARKINGFLAGGERS WILL ASSISTPEDESTRIAN AROUNDWORK ZONENPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB1011217081300 Bronson Ave N, Renton, WA 9805711/12/2019safaa.neema@pse.com(425) 398-6077SHEET 6 of 11CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840Notes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.PRINT ON11X17" SHEETS ONLYTRENCH28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP19006189
BRONSON WAY N MEADOW AVE NN 2ND AVE
1919
1919 15151515GARDEN AVE N15151717
N 2ND AVEMEADOW AVE NJ01
V01
V02
HH1
1112121212STREETCLOSED
BARRICADE
R11-2STREETCLOSEDBARRICADER11-2R11-4R5-133
ROAD CLOSEDTOTHRU TRAFFIC
LOCAL
ACCESSONLY
ALLEYCLOSEDAHEADALLEY-CLOSED-AHDAL
LEYCLOSEDAHEADALLEY-CLOSED-AHD ALLEYCLOSEDAHEADALLEY-CLOSED-AH
D
ALLEYCLOSEDAHEADALLEY-CLOSED-AHD
BUSINESS/ RESIDENT WILL BE
INFORMED OF ALLEY CLOSURE 10 DAYS
IN ADVANCE. CREW CAN MOVE (SHIFT)
CONES AND EQUIPMENT IN THE EVENT
OF EMERGENCY VEHICLE ACCESS.
N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 7 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
TRENCH
SIGN LOCATION
TRAFFIC FLOW
28" TRAFFIC CONE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
MFP19006189
RRRRRR12121212121717
BRONSON WAY NMEADOW AVE N151515151717
N 2ND AVEMEADOW AVE NFACTORY AVE NFACTORY AVE NP08
P09
1717
1112
1212
12
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD
WORKAHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD
WORK
AHEAD W20-1BEPREPAREDTOSTOPW3-4100'100'100'
W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'100'100'ROADWORKAHEADW20-1350'ROADWORKAHEADW20-1
350'ROADWORKAHEADW20-1100'PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY
AREAPHONE 888
-9999INFRASOURC
E L
LC
0
00
0
00000
0 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGR9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9 S/WCLOSEDR9-9R9-11SIDEWALKCLOSEDAHEADFLAGGERS WILL ASSIST
PEDESTRIAN AROUND
WORK ZONE
N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 8 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP19006189
RRRRRR12121212121717BRONSON WAY NMEADOW AVE NN 2ND AVEGARDEN AVE N1919191915151515N 2ND STGARDEN AVE N15151717N 2ND AVEMEADOW AVE NFACTORY AVE NFACTORY AVE NEM1P1017171112121212STOP
FLAGGER
STO
P
FLAGGER
STOP
FLAGGERSTOP
FLAGGER W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1
BE
PREPAREDTO
STOP W3-4100'100'100'ROADWORKAHEADW20-1100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'
W20-7A
W20-4ONE LANEROADAHEAD100'100'ROAD
WORK
AHEAD W20-1350'ROADWORKAHEADW20-1350'R9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9S/WCLOSEDR9-9
R9-11SIDEWALKCLOSEDAHEADFLAGGERS WILL ASSISTPEDESTRIAN AROUNDWORK ZONEPLACE SIGNSBOTH SIDES OFWORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING NPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB1011217081300 Bronson Ave N, Renton, WA 9805711/12/2019safaa.neema@pse.com(425) 398-6077SHEET 9 of 11Notes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.PRINT ON11X17" SHEETS ONLY28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'MFP19006189
RRRRRR12121212121717
BRONSON WAY NMEADOW AVE NN 2ND AVE
151515151717
N 2ND AVEMEADOW AVE NP11
1717
1112121212STOP
FLAGGER
STOP
FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'100'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'
W20-7AROADWORKAHEAD
W20-1 BEPREPAREDTOSTOPW3-4
350'
350'350'
S/W
CLOSEDR9-9R9-11SIDEWALK
CLOSED
AHEADS/WCLOSEDR9-9R9-11SIDEWALKCLOSEDAHEADFLAGGERS WILL ASSIST
PEDESTRIAN AROUND
WORK ZONE
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE
LLC
00
0
000
0000 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1350
N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 10 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP19006189
RRRRRR12121212121717
BRONSON WAY NMEADOW AVE NN 2ND AVE
151515151717
N 2ND AVEMEADOW AVE NHH2
1717
1112121212 STOP
FLAGGER
STOP
FLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'
W20-7AROADWORKAHEAD
W20-1 BEPREPAREDTOSTOPW3-4
350'
350'350'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'ROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
100'100'
FLAGGERS WILL ASSIST
PEDESTRIAN AROUND
WORK ZONE
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC
0
00
0
00000
0 NO PARKINGFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGS/W
CLOSED R9-9S/WCLOSEDR9-9R9-11SIDEWALK
CLOSED
AHEAD R9-11SIDEWALKCLOSEDAHEADX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-1350
N
PSE PUGETSOUNDENERGY
JOB101121708
1300 Bronson Ave N, Renton, WA 98057
11/12/2019
safaa.neema@pse.com
(425) 398-6077
SHEET 11 of 11
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
100'
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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.
PRINT ON
11X17" SHEETS ONLY
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
MFP19006189