HomeMy WebLinkAboutMFP22005644.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22005644
IVR Number: 22005644
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:10/21/2022Application Date:0923059212Parcel Number: 4011 NE 6TH ST
Permit Type:11/18/2022Issue Date:Franchise
Permit Work Class:11/20/2023Expiration Date:Major Utility
Job Number: JB0000898030Franchise Type:Cable
Description: Comcast JB0000898030. TIE INTO SPLICE CASE SP.WAKV.0108. PLACE NEW 48CT STRAP. ADD NEW 12CH MUX.
REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY. PLACE NEW MID SHEATH. TIE INTO SPLICE CASE
SP0109.WAKV.
Contacts
Name Address PhoneTypeBilling
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Corrie Lamb
Comcast
2525 Beaufort Dr.
Modesto, CA 95355
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
Electrical Contractor: CANNOCI873CL
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
General Conditions & 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.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
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.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
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 425.235.7736) (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.
Ÿ
(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:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$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
Comcast Cable Communications Management
JB0000898030
Corrie Lamb
209-985-3769
corrie_lamb@comcast.com
4011 NE 6TH ST RENTON, WA 98056 WAKVD0200 2X4
TIE INTO SPLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP
- ADD NEW 12CH MUX - REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY
- PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.WAKV
Cannon Construction LLC - David Standring 253-922-2787
601590363 20838
10/21/2022
MFP22005644
RESTORATION PER CITY OF RENTON STANDARDS
Scott Warlick 11/18/2022
Note: 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
WAKVD02X00 2x4
4011 NE 6TH ST RENTON, WA 98056
Monday Friday 8:00am 3:00pm
Cannon
Corrie Lamb 209-985-3769
410 Valley Ave NW, Suite 12, Bldg C Puyallup
- TIE INTO SLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP - ADD NEW 12CH MUX
- REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY - PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.W
MFP22005644
Scott Warlick CED 11/18/2022
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)
David Standring
10/21/2022
ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW
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3930
559
4020
613
612
613
4008
3926
3917
3922
609
602
616
609
4002
617
3916
608
3922
605
620
617
3923
4011
603
4014
UNION AVE NENE 6TH ST UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST
FLFLFLFLFLEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP
R2-1
B
FLAGGER XXXX
L XXXXXXFLAGGER50'-100'XXXFLAGGER
WT WT
R2-1
R2-1
13
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
1 9
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SINGLE LANE CLOSURE
2 - LANE ROAD
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
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ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW602
608
614
620
626
632
0
559
4020
613
612
4008
609
602
616
608
605
4011
4014
NE 6TH ST UNION AVE NENE 5TH CTFLFLFLFLFLEOPEOPEOPXXXXL/3BWT6 DEVICE MIN50'-100'WTL/3BWT6 DEVICE MIN50'-100'X
R2-1
R2-1
10 11 11 11
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
2 9
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SHOULDER CLOSURE
MFP22005644
ROW
ROW
ROW
ROW ROW ROW ROW ROWROWROWROWROWROWEOP
EOP
EOP
EOP EOP
EOP EOPEOPEOPEOPEOPEOPROWEOPEOPEOPE
O
P
EOP EOP EOP EOP EOP EOP EOP
FLFLFLFLFLFLFLFLFLFLROWROWROWROWROWROW ROW ROW ROW ROW ROW
ROWROWROWROWROW
ROWROWROWROWROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROW
ROWFLFLEOP
EOP
EOP
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ROW
ROW
ROW
4121
41274103
0
4109
4104 4110
4107
4114
4102
41154105
4116
4103
4108
4113
559
4109
4019
4008
529
4009
533
4025
537
4115
4013
4011
4014
UNION AVE NENE 5TH PL
UNION AVE NENE 5TH ST
NE 5TH CTFLFLFL
EOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOPEOPEOPEOPE
O
P
EOP EOP EOPWTWTXX
XL/3B8 5 11
R2-1
R2-1
R2-1
XXX
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
3 9
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL WORK
SHOULDER CLOSURE
MFP22005644
FLFLFLFLROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPROW475
4109
4120
4104 4110
4219
4126
4205
420141174107
4128
4114
4217
4102
4203
41154105
4116
4215
4103
4122
4108
4221
4207
41194113
508
4038
501
4016 4028
529
40424020
533
537
4046
500
512
4024
507
UNION AVE NENE 5TH ST
UNION AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
OP
EOP EOP EOP EOP EOP EOP EOP
XXL/3BR2-1
WTWTXWT6 DEVICE MIN50'-100'X8 114
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
4 9
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SHOULDER CLOSURE
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034
4112
4038
4020
421
4016 4028 4042
4102
4020 4046
4110
4024
NE 4TH PL
UNION AVE NEEOPEOPEOPEOPEOPEOPEOPE
O
P
EOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP EOP EOP EOP EOP
EOP EOPXLBR2-1WT
WTXXX
X11 11
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
5 9
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SINGLE LANE CLOSURE
4 - LANE ROAD
MFP22005644
ROW
EOP
EOPEOPEOPROWROWROWROWROWROWROWROWROW
ROW ROW
ROW ROW ROW ROW ROW ROW ROWEOPEOP
ROWROWROWEOPEOPEOPEOPEOPEOP
EOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOP
EOP
FL
FL FL
4020
3933
3929
UNION AVE NENE 4TH ST UNION AVE NEEOP EOP EOP EOP EOP EOP EOPEOPXX
BL WTR2-1
X
XXXR2-1
10
10
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
6 9
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL WORK
SINGLE LANE CLOSURE
5 - LANE ROAD
MFP22005644
ROWROWROWROWROWROWROWROW
ROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOP
4004 4020
3929
NE 4TH ST
EOP EOP
XXX BL WTWTXR2-1
10
10
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
7 9
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SINGLE LANE CLOSURE
5 - LANE ROAD
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP3788
3800
423
427
431
38093807
3772
3803 38133805
3770
3801
3904
3709
NE 4TH ST EOPEO
PEOP
XXX BL WTX6 DEVICE MIN50'-100'WTR2-1
10
11
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
8 9
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL
SINGLE LANE CLOSURE
5 - LANE ROAD
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPE
O
P
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROW
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3788
3612
3700 3772
3612
3770
3709QUEEN AVE NENE 4TH ST
XXX WTBL WT6 DEVICE MIN50'-100'XR2-1X
10
11
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear
(P): (253) 353-0286
(E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050
10/21/2022
JW
NL
TRAFFIC CONTROL
9 9
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator
Flagger Spotter
WT
Work Area Traffic Safety Cone/Drum
WT
WORK TYPE:
CONTROL TYPE:
AERIAL WORK
SINGLE LANE CLOSURE
5 - LANE ROAD
MFP22005644
WORK AREA
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
4011 NE 6TH ST
RENTON, WA 98056
CONTACTS:
CANNON COMPANIES
Justin Withrow - (253)-951-2896- jwithrow@teamcannon.com
COMCAST COMMUNICATION
Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com
SCOPE OF WORK:
JB0000898030
WAKVD02Y000 1X2 - WAKVD0200 2X4
NODE
SHEET INDEX
1 - COVER
2 - GENERAL NOTES
3 - LEGEND
4-8 - CONSTRUCTION PLAN
- TIE INTO SPLICE CASE SP.WAKV.0108
- PLACE NEW 48CT STRAP
- ADD NEW 12CH MUX
- REPLACE PIGTAIL WITH 12CT, UPGRADE NODE
TO 2X4 RPHY
- PLACE NEW MID-SHEATH
- TIE INTO SPLICE CASE SP0109.WAKV
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
19
19
3
5
14
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
0
3,128
0
0
(0)0
3,128
0
0
0
0
0
3,128
FT + 20% STORAGE = FT48CT FIBER 3,128 3,753
MFP22005644
This permit is for Major construction work in the ROW and will be billed at an additional
$150/HR for inspections. After hours and weekend work will be billed at $175/HR
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
GENERAL NOTES
2 8
SCALE:
NO
SCALE
MFP22005644
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
LEGEND
3 8
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
D D
DD DD
G G
OIL OIL
ST ST
W W
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
DH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS
CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
EW
BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
MFP22005644
ROW ROW ROW ROW ROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
EOP
EOP
EOP
EOP EOP EOP
EOP
EOP
EOP
EOP EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOP
ROW ROW ROW ROW ROW ROW
ROWROWROWROW
ROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW602
608
614
4121
4103
0
4104 4110
4114
4102
4116
4108
3925
3930
559
4109
4020
4003
524
4019
4008
3926
3922
609
602
609
4009
4025
4002
537
4115
525
608
605
3929
4013
3923
4011
603
4014
NE 6TH ST
UNION AVE NENE 5TH PL UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST
FLFLFLFLFLEOPEOPEOP
EOP
EOP
EOP
EOPEOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOP
POLE 1 152'POLE 2
POLE 3
POLE 4
POLE 5
POLE 6
122'58'69'175'210'MATCHLINE SHEET 5
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE / CTL
318247-167100 / A050746
NEUTRAL 28 3 N/A
SECONDARY 28 3 N/A
SECONDARY DRIP 26 9 N/A
STREET LIGHT 24 0 N/A
COMCAST #1 19 5 N/A
TELCO #1 18 2 N/A
COMM #1 17 7 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE / CTL
318247-167117 / A0505745
PRIMARY RISER #1 27 0 N/A
COMCAST #1 22 0 N/A
TELCO #1 19 10 N/A
COMM #1 18 10 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:6 PSE / CTL
318228-167127 / A0603776
NEUTRAL 30 3 N/A
SECONDARY 30 3 N/A
SECONDARY DRIP 29 4 N/A
STREET LIGHT 28 6 N/A
SECONDARY RISER 26 6 N/A
COMCAST #1 25 2 N/A
COMM #2 23 2 N/A
TELCO #1 22 6 N/A
POWER ENCLOSURE #1 15 9 N/A
POWER ENCLOSURE #2 12 8 N/A
D
N
N
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE / CTL
318252-167127 / A0603788
NEUTRAL 28 3 N/A
SECONDARY 28 3 N/A
SECONDARY DRIP 25 2 N/A
COMCAST #1 23 10 LOWER TO 21'-10"
COMM #2 23 7 LOWER TO 20'-10"
TELCO #1 21 10 LOWER TO 19'-10"
D
N
N
N
Y
Y
Y
2
5
5
1
76'
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE / CTL
318251-167132 / A0603787
SPOOL RACK TOP 28 3 N/A
SPOOL RACK BOTTOM 25 11 N/A
COMCAST #1 19 5 N/A
TELCO #1 18 11 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE / CTL
318243-167127 / A0603775
NEUTRAL 30 2 N/A
SECONDARY 30 2 N/A
PRIMARY RISER #1 29 11 N/A
SECONDARY DRIP 28 10 N/A
STREET LIGHT 25 11 N/A
COMCAST #1 24 9 N/A
COMM #2 23 10 N/A
TELCO #1 23 7 LOWER TO 22'-7"
D
N
N
N
N
N
N
N
Y
3
4
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
4 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
EOP
ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034
475
41094107 4115410541034113
508
4006
4038
501
3930
4002
523
4016 4028
529
4042
521
517
3936
4020
533
4006 4046
500
512
3940
4024
507
4010
NE 4TH PL UNION AVE NENE 4TH PL UNION AVE NETACOMA AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMATCHLINE SHEET 6
E
O
P
EOP EOPPOLE 7
POLE 8
POLE 10
POLE 9110'90'138'268'MATCHLINE SHEET 4
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:7 PSE / CTL
318207-167128 / A1684117
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY RISER 29 0 N/A
SECONDARY DRIP 28 0 N/A
STREET LIGHT 26 3 N/A
COMCAST #1 22 2 N/A
COMM #2 21 11 N/A
TELCO #1 20 7 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE / CTL
318196-167128 / A0603779
PRIMARY RISER #1 29 9 N/A
NEUTRAL 29 3 N/A
SECONDARY 29 3 N/A
SECONDARY DRIP 27 0 N/A
COMCAST #1 19 3 N/A
COMM #2 18 3 N/A
TELCO #1 17 0 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:9 PSE / CTL
318185-167128 / A1572118
PRIMARY RISER #1 28 6 N/A
NEUTRAL 27 1 N/A
SECONDARY 27 1 N/A
SECONDARY DRIP 25 10 N/A
COMCAST #1 23 4 N/A
COMM #2 21 11 N/A
TELCO #1 18 0 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE / CTL
318175-167128 / A0603783
NEUTRAL 25 6 N/A
SECONDARY 24 8 N/A
SECONDARY DRIP 24 5 N/A
COMCAST #1 24 5 LOWER TO 21'-1"
COMM #1 23 5 LOWER TO 20'-1"
TELCO #1 22 4 LOWER TO 19'-1"
D
N
N
N
Y
Y
Y
5
5
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
5 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROW
EOPEOPEOPEOP
EOP
EOPEOPROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP
ROWROWROWEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP EOPFL FL FL FL FL FL FL
FL FL FL FL FL FL FL
447
443
433
439
429
437
4105
4112
4004
426
432
440
452
4020
421
442
428
3933
4102
430
444
450
3929
438
424
434
448
446
UNION AVE NENE 4TH CTTACOMA AVE NENE 4TH STUNION AVE NETACOMA PL NEEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPE
O
PEOP
EOPEOPEOPEOPEOPEOPEOP
EOP EOPEOP
MATCHLINE SHEET 5
POLE 11
POLE 12
POLE 13POLE 14POLE 15 176'182'201'118'MATCHLINESHEET 7OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:11 PSE / CTL
318148-167129 / A1684116
PRIMARY RISER #1 30 8 N/A
NEUTRAL 30 2 N/A
SECONDARY 30 2 N/A
SECONDARY DRIP 28 11 N/A
COMCAST #1 (WOODEN ARM)23 3 N/A
COMM #2 (WOODEN ARM)23 3 N/A
TELCO #1 (WOODEN ARM)23 3 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:12 PSE / CTL
318128-167129 / A0603785
NEUTRAL 32 10 N/A
SECONDARY 32 10 N/A
SECONDARY RISER #2 28 8 N/A
SECONDARY DRIP 28 2 N/A
SECONDARY RISER 27 9 N/A
STREET LIGHT 24 11 N/A
COMCAST #1 23 11 N/A
COMM #2 23 1 N/A
TELCO #1 21 11 N/A
D
N
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:13 PSE / CTL
318111-167128 / A0603786
COMCAST #1 (WOODEN ARM)25 1 N/A
COMM #2 (WOODEN ARM)25 1 N/A
TELCO #1 (WOODEN ARM)25 1 N/A
T
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:14 PSE
318112-167115
PRIMARY RISER 32 0 N/A
NEUTRAL 30 9 N/A
SECONDARY 30 9 N/A
SECONDARY RISER 30 0 N/A
SECONDARY DRIP 29 8 N/A
COMCAST #1 22 10 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:15 PSE
318112-167094
NEUTRAL 40 0 N/A
SECONDARY 40 0 N/A
SECONDARY DRIP 39 8 N/A
COMCAST #1 24 10 N/A
COMM #1 21 0 N/A
T
N
N
N
N
N
5
5
6
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
6 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROW3788
3788
3788
450
435
445
441
442
446
454
3800
449
423
427
431
380938073803 3813
436
3805
432
3801
428
3904
NE 4TH CT
NE 4TH ST SHELTON PL NEEOPEOPEOPEOPEOPEO
P
EOPEOPEOPEOPEOPEOPEOP
POLE 16
POLE 17
274'324'MATCHLINESHEET 6MATCHLINESHEET 8OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:16 PSE
318112-167067
COMCAST #1 30 2 N/A
COMM #1 28 7 N/A
T
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:17 PSE
318112-167038
NEUTRAL 40 0 N/A
PRIMARY RISER #1 40 0 N/A
SECONDARY 39 4 N/A
COMCAST #1 25 10 N/A
COMM #1 22 10 N/A
COMCAST #2 20 9 N/A
T
N
N
N
N
N
N
5
5
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
7 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROWROWROW
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROW3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3788
3612
3700 3772
3612
3770
3709QUEEN AVE NENE 4TH ST
POLE 18
151'234'MATCHLINESHEET 7OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:18 PSE
318112-167016
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY RISER 29 6 N/A
SECONDARY DRIP 27 10 N/A
COMCAST #1 21 9 N/A
COMM #1 20 2 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:19 PSE / CTL
318112-166996 / A1616072
NEUTRAL 37 5 N/A
SECONDARY 37 5 N/A
SECONDARY DRIP 33 0 N/A
SECONDARY RISER 31 3 N/A
COMCAST #1 25 4 N/A
COMM #1 23 10 N/A
TELCO #1 (WOODEN ARM)23 3 N/A
T
N
N
N
N
N
N
N
7 5
POLE 19
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
8 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
Cannon Construction LLC.
406 Porter Way
Milton, WA 98354
11/7/2022
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB0000898030
To whom it may concern:
Cannon Construction has been contracted to design and engineer this project on behalf of
Comcast Cable Communications Management. Comcast is applying for a variance request in
order to upgrade their existing facilities.
Comcast proposes to - Tie into Splice Case SP.WAKV.0108. Place New 48 Ct Strap. Add New
12Ch Mux. Replace Pigtail with 12ct , upgrade node. To 2X4 RPHY. Place new mid-sheath. Tie
into Splice Case SP0109.WAKV at 4011 NE 6TH ST Renton, WA 98056. Comcast is requesting
that the City of Renton approve this variance request based on the fact that the requirements
for undergrounding this proposed over-lash on existing plant will cause undue hardship.
1. Installation of undergrounding facilities will increase the total cost of construction
roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand.
2. Risk of potential damage to underground facilities will be increased.
3. Over-lash will not cause substantial adverse impact to other persons or entities in the
immediate area. Over-lashing the cable will be accomplished in a few days, and the
residents will not notice any impact. Comcast will clean up the over-lashed spans as
necessary and identify and remove any existing dead cables along this route.
4. The variance is necessary to prevent any undue hardship due to the increased
construction costs if forced to install the proposed extension underground.
5. The granting of the variance will not be materially detrimental to the public welfare.
Comcast does agree to participate in future underground improvements for its
proportionate share of the undergrounding costs, waiving the obligation into the future
when all other utilities are undergrounded to prevent an undue hardship against
Comcast currently.
Upon the granting of the variance, Comcast will coordinate construction and traffic control as
per your requirements. Comcast and their contractors want to cooperate at the highest level
and agree to adhere to all provisions and requirements set forth by the City of Renton to insure
safe installation and maintenance of the proposed facilities.
MFP22005644
If you have any further questions regarding this project, please contact Chuck Schroeder - (253)
922-2787.
Thank you for your consideration in this matter.
David Standring
Permit Coordinator
Cannon Construction Inc.
o 253-922-2787 | permitting@teamcannon.com
November 18, 2022
David Standring
Cannon Construction Inc.
4610 Tacoma Avenue,
Sumner WA 98390
Via Email: Permitting@teamcannon.com
SUBJECT: Request for Undergrounding Exemption (JB#898030, MFP22005644, 4011 NE 6th St)
Dear Mr. Standring:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal
Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required
to be installed underground, pursuant to the standards of the section of RMC.
Comcast proposes to have Cannon Construction Inc overlash new 48CT fiber for a total of approximately
3,128 lineal feet to existing Puget Sound Energy (PSE) poles along NE 6th St, Union Ave NE, and NE 4th St
within the City. See the enclosed Site Plan showing the proposed overlashing limits.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720
grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below,
through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton.
Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service
providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service
provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are
underground, Grantee shall place its Cable System’s distribution cables underground within that area;
provided that such underground locations are actually capable of accommodating Grantee’s cable and
other equipment without technical degradation of the Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and
overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need
to be provided for, any existing obsolete cable will need to be removed; staff recommends these as
conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast
franchise agreement which allows new overhead facilities to be placed overhead provided there are other
similar providers overhead as well. Comcast is required to obtain all necessary private utility easements
for work on private property.
DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C)
as requested by the applicant is approved with conditions subject to the conditions below as the request
complies with the Comcast Franchise Agreement.
Comcast Job JB#898030
Page 2 of 2
November 18, 2022
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of
construction. New aerial lines within the Project Reach must have a minimum vertical clearance
of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that
construction is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take
place until the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in
the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other
utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a
franchisee within the Project Reach, in which case the Applicant shall participate in the joint use
trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made
available within the Project Reach that will accommodate the aerial lines. The new aerial lines
must be undergrounded within one year, or approved otherwise by the City of Renton Community
and Economic Development Administrator or designee, from the first event triggering the
requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period
from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed
with the City Clerk, along with the required appeal fee, by 5:00 pm, December 2, 2022. Due to the ongoing
state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s
Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at
cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal
fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is
submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional
information regarding the appeal process may be obtained from the City Clerk’s Office,
cityclerk@rentonwa.gov.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Director
cc: C.E. “Chip” Vincent, CED Administrator
Justin Johnson, Construction Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
WORK AREA
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
4011 NE 6TH ST
RENTON, WA 98056
CONTACTS:
CANNON COMPANIES
Justin Withrow - (253)-951-2896- jwithrow@teamcannon.com
COMCAST COMMUNICATION
Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com
SCOPE OF WORK:
JB0000898030
WAKVD02Y000 1X2 - WAKVD0200 2X4
NODE
SHEET INDEX
1 - COVER
2 - GENERAL NOTES
3 - LEGEND
4-8 - CONSTRUCTION PLAN
- TIE INTO SPLICE CASE SP.WAKV.0108
- PLACE NEW 48CT STRAP
- ADD NEW 12CH MUX
- REPLACE PIGTAIL WITH 12CT, UPGRADE NODE
TO 2X4 RPHY
- PLACE NEW MID-SHEATH
- TIE INTO SPLICE CASE SP0109.WAKV
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
19
19
3
5
14
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
0
3,128
0
0
(0)0
3,128
0
0
0
0
0
3,128
FT + 20% STORAGE = FT48CT FIBER 3,128 3,753
All overhead connections require a letter requesting an exemption from the city under
grounding code. Please provide this letter when you are ready to resubmit.
MFP22005644
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
GENERAL NOTES
2 8
SCALE:
NO
SCALE
MFP22005644
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
LEGEND
3 8
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
D D
DD DD
G G
OIL OIL
ST ST
W W
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
DH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS
CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
EW
BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
MFP22005644
ROW ROW ROW ROW ROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
EOP
EOP
EOP
EOP EOP EOP
EOP
EOP
EOP
EOP EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOP
ROW ROW ROW ROW ROW ROW
ROWROWROWROW
ROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW602
608
614
4121
4103
0
4104 4110
4114
4102
4116
4108
3925
3930
559
4109
4020
4003
524
4019
4008
3926
3922
609
602
609
4009
4025
4002
537
4115
525
608
605
3929
4013
3923
4011
603
4014
NE 6TH ST
UNION AVE NENE 5TH PL UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST
FLFLFLFLFLEOPEOPEOP
EOP
EOP
EOP
EOPEOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOP
POLE 1 152'POLE 2
POLE 3
POLE 4
POLE 5
POLE 6
122'58'69'175'210'MATCHLINE SHEET 5
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE / CTL
318247-167100 / A050746
NEUTRAL 28 3 N/A
SECONDARY 28 3 N/A
SECONDARY DRIP 26 9 N/A
STREET LIGHT 24 0 N/A
COMCAST #1 19 5 N/A
TELCO #1 18 2 N/A
COMM #1 17 7 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE / CTL
318247-167117 / A0505745
PRIMARY RISER #1 27 0 N/A
COMCAST #1 22 0 N/A
TELCO #1 19 10 N/A
COMM #1 18 10 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:6 PSE / CTL
318228-167127 / A0603776
NEUTRAL 30 3 N/A
SECONDARY 30 3 N/A
SECONDARY DRIP 29 4 N/A
STREET LIGHT 28 6 N/A
SECONDARY RISER 26 6 N/A
COMCAST #1 25 2 N/A
COMM #2 23 2 N/A
TELCO #1 22 6 N/A
POWER ENCLOSURE #1 15 9 N/A
POWER ENCLOSURE #2 12 8 N/A
D
N
N
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE / CTL
318252-167127 / A0603788
NEUTRAL 28 3 N/A
SECONDARY 28 3 N/A
SECONDARY DRIP 25 2 N/A
COMCAST #1 23 10 LOWER TO 21'-10"
COMM #2 23 7 LOWER TO 20'-10"
TELCO #1 21 10 LOWER TO 19'-10"
D
N
N
N
Y
Y
Y
2
5
5
1
76'
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE / CTL
318251-167132 / A0603787
SPOOL RACK TOP 28 3 N/A
SPOOL RACK BOTTOM 25 11 N/A
COMCAST #1 19 5 N/A
TELCO #1 18 11 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE / CTL
318243-167127 / A0603775
NEUTRAL 30 2 N/A
SECONDARY 30 2 N/A
PRIMARY RISER #1 29 11 N/A
SECONDARY DRIP 28 10 N/A
STREET LIGHT 25 11 N/A
COMCAST #1 24 9 N/A
COMM #2 23 10 N/A
TELCO #1 23 7 LOWER TO 22'-7"
D
N
N
N
N
N
N
N
Y
3
4
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
4 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
EOP
ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034
475
41094107 4115410541034113
508
4006
4038
501
3930
4002
523
4016 4028
529
4042
521
517
3936
4020
533
4006 4046
500
512
3940
4024
507
4010
NE 4TH PL UNION AVE NENE 4TH PL UNION AVE NETACOMA AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMATCHLINE SHEET 6
E
O
P
EOP EOPPOLE 7
POLE 8
POLE 10
POLE 9110'90'138'268'MATCHLINE SHEET 4
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:7 PSE / CTL
318207-167128 / A1684117
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY RISER 29 0 N/A
SECONDARY DRIP 28 0 N/A
STREET LIGHT 26 3 N/A
COMCAST #1 22 2 N/A
COMM #2 21 11 N/A
TELCO #1 20 7 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE / CTL
318196-167128 / A0603779
PRIMARY RISER #1 29 9 N/A
NEUTRAL 29 3 N/A
SECONDARY 29 3 N/A
SECONDARY DRIP 27 0 N/A
COMCAST #1 19 3 N/A
COMM #2 18 3 N/A
TELCO #1 17 0 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:9 PSE / CTL
318185-167128 / A1572118
PRIMARY RISER #1 28 6 N/A
NEUTRAL 27 1 N/A
SECONDARY 27 1 N/A
SECONDARY DRIP 25 10 N/A
COMCAST #1 23 4 N/A
COMM #2 21 11 N/A
TELCO #1 18 0 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE / CTL
318175-167128 / A0603783
NEUTRAL 25 6 N/A
SECONDARY 24 8 N/A
SECONDARY DRIP 24 5 N/A
COMCAST #1 24 5 LOWER TO 21'-1"
COMM #1 23 5 LOWER TO 20'-1"
TELCO #1 22 4 LOWER TO 19'-1"
D
N
N
N
Y
Y
Y
5
5
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
5 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROW
EOPEOPEOPEOP
EOP
EOPEOPROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP
ROWROWROWEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP EOPFL FL FL FL FL FL FL
FL FL FL FL FL FL FL
447
443
433
439
429
437
4105
4112
4004
426
432
440
452
4020
421
442
428
3933
4102
430
444
450
3929
438
424
434
448
446
UNION AVE NENE 4TH CTTACOMA AVE NENE 4TH STUNION AVE NETACOMA PL NEEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPE
O
PEOP
EOPEOPEOPEOPEOPEOPEOP
EOP EOPEOP
MATCHLINE SHEET 5
POLE 11
POLE 12
POLE 13POLE 14POLE 15 176'182'201'118'MATCHLINESHEET 7OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:11 PSE / CTL
318148-167129 / A1684116
PRIMARY RISER #1 30 8 N/A
NEUTRAL 30 2 N/A
SECONDARY 30 2 N/A
SECONDARY DRIP 28 11 N/A
COMCAST #1 (WOODEN ARM)23 3 N/A
COMM #2 (WOODEN ARM)23 3 N/A
TELCO #1 (WOODEN ARM)23 3 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:12 PSE / CTL
318128-167129 / A0603785
NEUTRAL 32 10 N/A
SECONDARY 32 10 N/A
SECONDARY RISER #2 28 8 N/A
SECONDARY DRIP 28 2 N/A
SECONDARY RISER 27 9 N/A
STREET LIGHT 24 11 N/A
COMCAST #1 23 11 N/A
COMM #2 23 1 N/A
TELCO #1 21 11 N/A
D
N
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:13 PSE / CTL
318111-167128 / A0603786
COMCAST #1 (WOODEN ARM)25 1 N/A
COMM #2 (WOODEN ARM)25 1 N/A
TELCO #1 (WOODEN ARM)25 1 N/A
T
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:14 PSE
318112-167115
PRIMARY RISER 32 0 N/A
NEUTRAL 30 9 N/A
SECONDARY 30 9 N/A
SECONDARY RISER 30 0 N/A
SECONDARY DRIP 29 8 N/A
COMCAST #1 22 10 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:15 PSE
318112-167094
NEUTRAL 40 0 N/A
SECONDARY 40 0 N/A
SECONDARY DRIP 39 8 N/A
COMCAST #1 24 10 N/A
COMM #1 21 0 N/A
T
N
N
N
N
N
5
5
6
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
6 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROW3788
3788
3788
450
435
445
441
442
446
454
3800
449
423
427
431
380938073803 3813
436
3805
432
3801
428
3904
NE 4TH CT
NE 4TH ST SHELTON PL NEEOPEOPEOPEOPEOPEO
P
EOPEOPEOPEOPEOPEOPEOP
POLE 16
POLE 17
274'324'MATCHLINESHEET 6MATCHLINESHEET 8OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:16 PSE
318112-167067
COMCAST #1 30 2 N/A
COMM #1 28 7 N/A
T
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:17 PSE
318112-167038
NEUTRAL 40 0 N/A
PRIMARY RISER #1 40 0 N/A
SECONDARY 39 4 N/A
COMCAST #1 25 10 N/A
COMM #1 22 10 N/A
COMCAST #2 20 9 N/A
T
N
N
N
N
N
N
5
5
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
7 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
ROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO
P
EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROWROWROW
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROW3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3612
3788
3612
3700 3772
3612
3770
3709QUEEN AVE NENE 4TH ST
POLE 18
151'234'MATCHLINESHEET 7OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:18 PSE
318112-167016
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY RISER 29 6 N/A
SECONDARY DRIP 27 10 N/A
COMCAST #1 21 9 N/A
COMM #1 20 2 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:19 PSE / CTL
318112-166996 / A1616072
NEUTRAL 37 5 N/A
SECONDARY 37 5 N/A
SECONDARY DRIP 33 0 N/A
SECONDARY RISER 31 3 N/A
COMCAST #1 25 4 N/A
COMM #1 23 10 N/A
TELCO #1 (WOODEN ARM)23 3 N/A
T
N
N
N
N
N
N
N
7 5
POLE 19
1
CONSTRUCTION NOTES:
TIE INTO SLICE CASE SP.WAKV.0108
PLACE NEW 48CT STRAP
ADD NEW 12CH MUX
REPLACE PIGTAIL WITH 12CT, UPGRADE
NODE TO 2X4 RPHY
PLACE NEW 48CT FIBER
PLACE NEW MID-SHEATH
TIE INTO SPLICE CASE SP0109.WAKV
3
4
5
6
7
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050
10/13/2022
JW
NL
CONSTRUCTION PLAN
8 8
SCALE:
0 25'50'
N
S
EW
MFP22005644
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP22005644
Engineering
1 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the
Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
2 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
3 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15'-6".
4 A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
Page 1 of 1