HomeMy WebLinkAboutMFP22002642.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22002642
IVR Number: 22002642
Permit Information
Permit Name: Comcast Cable Franchise Permit-JB0000770861
Address/Location:05/19/2022Application Date:3342700534Parcel Number: 3936 PARK AVE N
Permit Type:06/03/2022Issue Date:Franchise
Permit Work Class:06/05/2023Expiration Date:Major Utility
Franchise Type:Cable
Description: Comcast JB0000770861 SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. PLACE 1X2
RPHY NODE. PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL). PLACE 48CT
SHEATH, 200' STORAGE EVERY 1500'. SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER.
PROPOSED MUX SHARED WITH JB0000582777. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Annie Robertson
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Contact
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Michael Cannon
Cannon Constructors Inc
406 Porter Way
Milton, WA 98354
B: (253) 922-2787Contractor
Business License Number: 41539Construction Contractor: CANNOCL791JK
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 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
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
JB0000770861
Andrew Parker
253-225-0596
andrew_parker2@comcast.com
JB0000770861 T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4)
SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER.
PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) .
SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER.
Cannon Construction LLC - Mannie Golden 253-922-2787 ext 291
601590363 20838
05/19/2022
Scott Warlick 6/3/2022
RESTORATION PER CITY OF RENTON STANDARDS
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 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.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐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.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4)
N 40TH ST & PARK AVE N RENTON, WA 98056
7/11/2022 7/14/2022 0800 1600
SPLICE INTO EXISTING SPLICE
CASE, SP0077.WAKV WITH 48CT FIBER. PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND FOR 16 SPAN.
Cannon Construction LLC 253 922 2787
Mannie Golden permitting@teamcannon.com
406 Milton Way Milton, WA 98354
MFP22002182
8:00AM - 3:00PMMonday - Friday
Scott Warlick CED 6/3/2022
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•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.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified 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.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP 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.
•Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
•Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
•Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
•The cover sheet of this TCP 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
Mannie Golden 05/19/2022
3936
1324
1317
1312
1325 1401
1328
PARK AVE NN 40TH ST
PARK AVE NROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROW
ROWROWEOPFLFLFLAGGER
XXX 50'-100'
WTWTFLAGGER
11 12
R2-1
R2-1
11
1918
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.
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-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
1
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3936
1324
1317
4005
3930
3924
0
PARK AVE NN 40TH ST
N 40TH ST
PARK AVE NROW ROW ROW ROW ROW ROW ROW
ROWROWROW
ROWROWROWROWROWROWROWROW
EOP
EOPEOPFLFLFLFLFLFLAGGER
XXX
WTFLAGGER
18
CROSSOVER
XXX50'-100'
FLAGGER
R2-1
R2-1
11
50'-100'18
XXXDRIVEWAYDRIVEWAY
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.
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 theresponsibility of the on-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
2
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3907
1321
3900
1309
3901
3904
1315
3930
3924
0
0
0
N 39TH PL
PARK AVE NROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPFLFLFLFLFLFLFLFLFLFLWTXXXFLAGGER
FLAGGER
WTSPOTTER
R2-1
R2-1
11
11
11
12
50'-100'DRIVEWAY
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.
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-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
3
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3805
3741
3900
1320
3901
3810
3813
1308
1208
1328
1212
1204
3807
3734 1307 13131203
1314
14001302
1322
0
1209
1216
0
0
N 38TH STPARK AVE NROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROW
ROWROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP
EOPEOPFLFLFLFL
FLFLFLFLN 38TH ST
PARK AVE NXXXFLAGGERWTR2-1
WTFLAGGER
15
15
11
XXX FLAGGER
FLAGGER
50'-100'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.
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-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
4
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
1213
3712
1403
3741
3603
3701
3728
3714
3719
3700
3734 1307
1208
1313
1202
1203
3625
3711
3724
3702
3713
3610
1209
3708
37203725
0
0 PARK AVE NN 37TH ST
ROWROW
ROW
ROW
ROW ROWROWROWROWROWROWROWROWROWROW
ROWROWROWEOPEOPEOPEOPFLFLFLFLFLFLFLFLPARK AVE NPARK AVE NXXXFLAGGER
FLAGGER
WTWT50'-100'R2-1
R2-1
SPOTTER
11
11
11
50'-100'DRIVEWAY
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.
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-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
5
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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
LANEWIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3619
1222
1201 1205
1322
1213
3712
1401
1403
3605
1210
3603
1311
1309
1310
3613
37011114
1216
1115
3714
1305
3700
1122
1301
1204
12081202
3607
1116
3625
3711
1407
1402
3702
3610
3708
0
0
0
0
0
0
N 36TH ST
N 37TH ST
PARK AVE NPARK AVE NROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWROWROWROW
ROWROW
ROW ROW
ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW
N 36TH ST
EOPEOPEOPEOPEOPEOPEOPEOP EOP
EOPFLFLFLFLFLFLFLFLPARK AVE NXXXFLAGGER
FLAGGER
WTWTXXXFLAGGER
X
FLAGGER
R2-1
R2-1
SPOTTER
18
11
11
11
50'-100'XXXSIGN 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.
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 specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
6
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
1222
1322
3418
1214
1401
3506
1210
1311
1309
1310
1203
3613
1216
1218
3507
3427
1305
3500
1215
1117
3508
1122
3504
1301
1206
1204
35031202
3607
3510
1116
12091207
0
0
0
0
N 36TH ST
PARK AVE NPARK AVE NROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW
N 35TH ST
N 36TH ST
EOPEOPEOPEOPEOPEOP EOP
EOPEOPEOPEOP FLFLFLFLFLFLWTWTFLAGGER
FLAGGER
FLAGGER X50'-100'R2-1
R2-1
SPOTTER
12
11
11
X 50'-100'XXXSIGN 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.
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 specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
7
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
1300
3410
3418
1213
1214
1200
3506
1208
1302
1218
1304
34273500
3504
1214
1206
3415
3406
3503
1205
3405
1209
1201 3421
0
0
0
PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROWROWN 35TH ST EOPEOPEOP
EOPEOPFLFLFLFLFLFLWTFLAGGER
FLAGGER
FLAGGER
R2-1
R2-1
SPOTTER
13
14
11
50'-100'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.
DISCLAIMERAll 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 specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
8
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3336
1300
1301
3410
34181213
1200
1311
1208
1302 1304
3427
3317
3500
1213
1201
1119
1214
1207
3415
1122
3406
1205
1305
3405
1209
1204
1201
1315
3421
0
0
0
0PARK AVE NPARK AVE NN 34TH STROWROWROWROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROW
ROWROWROWROWROW
ROWN 34TH ST
N 35TH ST
EOPEOP EOPEOPEOP
EOPEOPEOPEOPEOPEOP
EOPFLFLFLFLFLFLFLXXXFLAGGER XXXWTWTFLAGGER
FLAGGER
FLAGGER
R2-1
R2-1
11
11
11
11
50'-100'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.
DISCLAIMERAll 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-site traffic control personnel to verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
9
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
3336
1301
1129 1133
3320
1215
12131201
3315
1205
1207
1210
3314
1305
3326
1204
3332
1209
0
0
0
PARK AVE NN 34TH ST
ROW
ROW ROW ROW ROWROWROWROWROWROW
ROWROWROW
ROWROWROWROWROWROWROW
N 34TH ST
N 33RD PL EOPEOP EOPEOPEOP
EOPFLFLFLFLFLFLAGGERWTFLAGGER
R2-1
11
11 50'-100'X
R2-1 50'-100'XXXSIGN 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.
DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)
Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians through
work zone
-All work will stop while pedestrians are escorted through
work zones
-Will have no more than two work areas active at a time
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwiseFLAGGER SPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
N
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000
10
10
AF
JBL
4/11/2022
NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050
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)
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
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN
MFP22002642
4
5
6
7
SHEET INDEX:
1 - COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4-7 -DESIGN
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES
48 CT FIBER: 2332 FT + 20% STORAGE = 2799 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
-SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER.
-PLACE 1X2 RPHY NODE.
-PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL).
-PLACE 48CT SHEATH, 200' STORAGE EVERY 1500'.
-SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER.
-PROPOSED MUX SHARED WITH JB0000582777.
BILL OF MATERIALS*:
NEW AERIAL =
OVER-LASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL ROW FOOTAGE =
0 FT.
2332 FT.
0 FT.
0 FT.
0 FT.
2332 FT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
N 40TH ST & PARK AVE N
RENTON, WA 98056T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4)
JB0000770861
NODE SEGMENTATION
CANNON COMPANIES
Alex Fox - (253) 922-2787 - afox@cannonconstructioninc.com
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE =2332 FT.
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION = 0
DISTRIBUTION = 17
17
17
4
WORK AREA
MFP22002182
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
GENERAL NOTES
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 (1) 4" SCHEDULE 40 PVC, 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.
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
NTS
0 0 0
2
7
GENERAL NOTES
MFP22002182
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
NTS
0 0 0
3
7
LEGEND
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW BORE
STRAW WATTLES
P
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED
MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
A
7
LANDSCAPE
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHOWN ON PAGE
FL FL
P P
TS TS
C C
D D
DD DD DD DD DD
G G
W W
T T
ST ST
ROW ROW
S
UK
CB
CB
P P
V V V
V VV
WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT
#PHOTO LOCATOR SYMBOL
PROPOSED NEW TRENCH
EXISTING UNDERGROUND PATHWAY
PROPOSED NEW AERIAL STRAND
EXISTING AERIAL PATHWAY
EXISTING SPLICE CASE
PROPOSED SPLICE CASE
EXISTING FIBER/COAX STORAGE
PROPOSED FIBER/COAX STORAGE
TREE
EOP
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
VAULT - LARGE
EXISTING - CONTINUED
233LA MANHOLE
233LA MANHOLE
MFP22002182
1411
39213919
3936
3907
1410
1321
1324
14124004
3900
1309
1404
3901
3904
1409
1317
1315
4005
1328
1312
1405
4008
4017
1322
3930
1325 1401
3924
1328
0
0
0
0
PARK AVE NN 39TH PL
N 40TH ST N 40TH ST
PARK AVE NROW ROWROWROWROWROWROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROW ROW
ROWROWROWROWROWROWROWROWROWROWROW
EOPEOPEOPEOPEOP
EOPEOP EOP
EOPEOPEOPEOP
EOPFLFLFLFLFLFLFLFLFLFLFLFL100'130'216'103'160'12
3
4
CROSSOVER
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
SPLICE INTO EXISTING SPLICE CASE,
SP0077.WAKV WITH 48CT FIBER
MATCH LINE SEE SHEET 2
PLACE 1X2 RPHY NODE HERE
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE
319556-166245
SECONDARY 26 11 N/A
NEUTRAL 26 2 N/A
SECONDARY DRIP 24 10 N/A
SECONDARY RISER 24 0 N/A
COMCAST 21 2 Y
TELCO 20 2 Y
D
N
N
N
N
Y
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
319556-166237
COMCAST 23 9 N/A
TELCO 20 2 N/A
D
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE
319538-166228
SECONDARY RISER 27 0 N/A
NEUTRAL 26 1 N/A
SECONDARY DRIP 25 6 N/A
COMCAST 20 5 N/A
TELCO 18 10 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE
319527-166228
NEUTRAL 24 11 N/A
SECONDARY DRIP 24 8 N/A
SECONDARY RISER 22 9 N/A
STREET LIGHT 21 4 N/A
COMCAST 20 9 Y
TELCO 19 11 Y
D
N
N
N
N
Y
Y
MAKE READY: LOWER COMAST FROM 21'-2" TO 20'-8", LOWER TELCO
FROM 20'-2" TO 19'-8"
MAKE READY: LOWER COMAST FROM 20'-9" TO 19'-5", LOWER TELCO
FROM 19'-11" TO 18'-5"
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
4
7
DESIGN
N
MFP22002182
14053712
3805
1403
3741
1320
3701
10
1114
1133
3728
3714
3719
1412
3813
3713
1308
1208
1212
1204
3807
1409
3734 1307
1406
1208
1313
1202
1203
1314
3709
3731
14001302
3711
3724
3713
0
1209
3708
3720
1216
3725
1200
3809
0
0
0
0
0
N 38TH STPARK AVE NN 37TH STPARK AVE NROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROW
ROW ROW ROW
ROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOP
EOPEOPEOPEOPFLFLFL
FLFLFLFLFLN 38TH ST
PARK AVE N126'178'95'127'105'6
7
8
9
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 3
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE
319511-166227
NEUTRAL 32 0 N/A
SECONDARY 30 2 N/A
SECONDARY RISER 31 4 N/A
SECONDARY DRIP 30 10 N/A
COMM #1 27 6 N/A
COMCAST 26 10 N/A
TELCO 25 9 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:6 PSE
319499-166227
SECONDARY RISER 27 11 N/A
NEUTRAL 27 3 N/A
SECONDARY 27 3 N/A
STREET LIGHT 25 1 N/A
STREET LIGHT DRIP 24 8 N/A
COMCAST 22 4 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE
319470-166226
NEUTRAL 28 0 N/A
SECONDARY 28 0 N/A
SECONDARY DRIP 26 6 N/A
COMCAST 21 4 N/A
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:9 PSE
319459-166225
NEUTRAL 25 5 N/A
SECONDARY 23 9 N/A
SECONDARY DRIP 22 9 N/A
SECONDARY RISER 22 7 N/A
COMCAST 18 5 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:7 PSE
319482-166226
NEUTRAL 25 2 N/A
SECONDARY 25 2 N/A
SECONDARY RISER 23 11 N/A
SECONDARY DRIP 21 9 N/A
COMCAST 20 6 Y
D
N
N
N
N
Y
MAKE READY: LOWER COMAST FROM 20'-6" TO 18'-05"
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
5
7
DESIGN
NPPW5
ROW
VE NPLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
MFP22002182
3619
1222
1201 1205
1322
1410
1214
1213
1401
3506
3605
1210
3603
1413
1311
1309
1310
1203
3613
1216
1115
1218
14053507
1305
1215
3700
1117
3609
3508
1122
3504
1301
1206
1204
35031202
3607
3510
1116
1209
3625
1407
1402
3702
3610
1403
1207
1419
0
0
0
0
0
0
0
N 36TH ST
N 37TH ST
PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWROWROWROW
ROWROW
ROW ROW
ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW
N 36TH ST
EOPEOPEOPEOPEOPEOPEOP EOP
EOPEOPFLFLFLFLFLFLFLFLFLPARK AVE N214'105'138'127'10
11
12
13
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE
31944-166225
NEUTRAL 27 3 N/A
SECONDARY 27 3 N/A
SECONDARY RISER 27 0 N/A
SECONDARY DRIP 26 3 N/A
STREET LIGHT 23 8 N/A
COMCAST #1 21 2 N/A
COMM 20 11 N/A
COMCAST #2 20 0 N/A
COMCAST #2
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:11 PSE
319428-166220
NEUTRAL 25 0 N/A
SECONDARY 24 4 N/A
SECONDARY DRIP 23 3 N/A
COMCAST #1 19 5 N/A
COMCAST #2 19 3 N/A
COMCAST #3 19 1 N/A
TROLLEY LINE 18 4 N/A
TELCO 18 4 N/A
COMM 17 0 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:12 PSE
319416-166224
NEUTRAL 34 3 N/A
SECONDARY 34 3 N/A
SECONDARY RISER 34 0 N/A
SECONDARY DRIP 34 0 N/A
STREET LIGHT 30 0 N/A
STREET LIGHT DRIP 29 11 N/A
COMCAST 20 4 N/A
TELCO 19 3 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:13 PSE
319406-166222
SECONDARY 30 8 N/A
NEUTRAL 29 5 N/A
SECONDARY DRIP 28 0 N/A
SECONDARY RISER 27 0 N/A
COMCAST #1 20 4 N/A
COMM 19 10 N/A
COMCAST #2 18 3 N/A
D
N
N
N
N
N
N
N
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
6
7
DESIGN
N
MFP22002182
3322
3336
1300
1301
3410
3418
3432 3426
1125 1129 1133
1213
3320
1326
1402
1116 1200
1311
1208
1302
1215
1304
3438
3420
3427
3317
3500
1213
1201
1119
3315
33051205
1214
1207
1210
1401
3311 1405
3415
1122
3314
3406
1205
1305
1408
3405
3326
1209
1204
3332
1201
1315
1118
3421
1209
1120
0
0
0
0
0
0
0
00
0PARK AVE NPARK AVE NGARDEN CT NN 34TH ST
N 34TH STROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROW
N 34TH ST
N 33RD PL
N 35TH ST
EOPEOP EOPEOPEOP
EOPEOPEOPEOPEOPEOP
EOPEOP
EOPFLFLFLFLFLFLFLFLFLFL146'135'127'14
15
16
17
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 3
SPLICE INTO
MX0006.WAKV_SP.WAKV.0902
WITH 48CT FIBER.
PROPOSED MUX SHARED
WITH JB0000582777
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:14 PSE
319391-166222
SECONDARY RISER 29 10 N/A
NEUTRAL 26 7 N/A
SECONDARY 26 7 N/A
SECONDARY DRIP 24 7 N/A
STREET LIGHT 21 1 N/A
COMCAST #2 20 5 N/A
COMCAST #1 20 2 N/A
TROLLEY LINE #1 19 6 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:15 PSE
319378-166222
SECONDARY RISER 30 2 N/A
NEUTRAL 29 10 N/A
SECONDARY DRIP 28 11 N/A
COMCAST #1 20 6 N/A
COMCAST #2 20 4 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:16 PSE
319364-166221
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY DRIP 28 8 N/A
STREETLIGHT 26 7 N/A
STREETLIGHT DRIP 26 6 N/A
COMCAST #1 23 5 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:17 PSE
319351-166221
NEUTRAL 26 8 N/A
SECONDARY 26 8 N/A
SECONDARY RISER 26 2 N/A
SECONDARY DRIP 24 4 N/A
COMCAST 22 2 Y
D
N
N
N
N
Y
MAKE READY: LOWER COMAST FROM 22'-2" TO 21'-0"
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
7
7
DESIGN
N
MFP22002182
CANNON CONSTRUCTION LLC,
406 Porter Way
Milton, WA 98354
05/19/2022
To whom it may concern:
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for #JB0000770861
To whom it may concern,
Cannon Construction has been contracted to design and engineer this project on behalf of Comcast
Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities.
Comcast proposed to over‐lash approximately 2332’ of aerial fiber along the right of way of N 40th Ave
Park Ave N.
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 will not cause substantial adverse impacts to
other persons or entities in the immediate area and 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. 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 and 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 because
Comcast does agree to underground the cable system, but they are waiving the obligation
into the future when all other utilities are underground 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.
If you have any further questions regarding this project, please contact Danny Cooley at (253)686‐7592.
Thank you for your consideration in this matter.
Danny Cooley
Construction Coordinator
Attachments:
1. Application for ROW permit
2. 11” x 17” Site plan
3. 11” x 17” Design plan
4. Traffic Control Plan
June 3, 2022
Danny Cooley
Comcast Communications
Via Email: danny_cooley@comcast.com
SUBJECT: Request for Undergrounding Exemption (JB#770861, MFP22002642, 3936 Park Ave N)
Dear Mr. Cooley:
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 LLC overlash new 48ct fiber for a total of approximately
2,332 lineal feet to existing Puget Sound Energy (PSE) poles along N 40th St and Park Ave N 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#770861
Page 2 of 2
June 3, 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, June 17, 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
Vanessa Dolbee, Planning Director
Justin Johnson, Construction Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
4
5
6
7
SHEET INDEX:
1 - COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4-7 -DESIGN
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES
48 CT FIBER: 2332 FT + 20% STORAGE = 2799 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
-SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER.
-PLACE 1X2 RPHY NODE.
-PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL).
-PLACE 48CT SHEATH, 200' STORAGE EVERY 1500'.
-SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER.
-PROPOSED MUX SHARED WITH JB0000582777.
BILL OF MATERIALS*:
NEW AERIAL =
OVER-LASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL ROW FOOTAGE =
0 FT.
2332 FT.
0 FT.
0 FT.
0 FT.
2332 FT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
N 40TH ST & PARK AVE N
RENTON, WA 98056T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4)
JB0000770861
NODE SEGMENTATION
CANNON COMPANIES
Alex Fox - (253) 922-2787 - afox@cannonconstructioninc.com
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE =2332 FT.
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION = 0
DISTRIBUTION = 17
17
17
4
WORK AREA
GENERAL NOTES
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 (1) 4" SCHEDULE 40 PVC, 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.
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
NTS
0 0 0
2
7
GENERAL NOTES
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
NTS
0 0 0
3
7
LEGEND
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW BORE
STRAW WATTLES
P
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED
MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
A
7
LANDSCAPE
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHOWN ON PAGE
FL FL
P P
TS TS
C C
D D
DD DD DD DD DD
G G
W W
T T
ST ST
ROW ROW
S
UK
CB
CB
P P
V V V
V VV
WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT
#PHOTO LOCATOR SYMBOL
PROPOSED NEW TRENCH
EXISTING UNDERGROUND PATHWAY
PROPOSED NEW AERIAL STRAND
EXISTING AERIAL PATHWAY
EXISTING SPLICE CASE
PROPOSED SPLICE CASE
EXISTING FIBER/COAX STORAGE
PROPOSED FIBER/COAX STORAGE
TREE
EOP
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
VAULT - LARGE
EXISTING - CONTINUED
233LA MANHOLE
233LA MANHOLE
1411
39213919
3936
3907
1410
1321
1324
14124004
3900
1309
1404
3901
3904
1409
1317
1315
4005
1328
1312
1405
4008
4017
1322
3930
1325 1401
3924
1328
0
0
0
0
PARK AVE NN 39TH PL
N 40TH ST N 40TH ST
PARK AVE NROW ROWROWROWROWROWROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROW ROW
ROWROWROWROWROWROWROWROWROWROWROW
EOPEOPEOPEOPEOP
EOPEOP EOP
EOPEOPEOPEOP
EOPFLFLFLFLFLFLFLFLFLFLFLFL100'130'216'103'160'12
3
4
CROSSOVER
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
SPLICE INTO EXISTING SPLICE CASE,
SP0077.WAKV WITH 48CT FIBER
MATCH LINE SEE SHEET 2
PLACE 1X2 RPHY NODE HERE
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE
319556-166245
SECONDARY 26 11 N/A
NEUTRAL 26 2 N/A
SECONDARY DRIP 24 10 N/A
SECONDARY RISER 24 0 N/A
COMCAST 21 2 Y
TELCO 20 2 Y
D
N
N
N
N
Y
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
319556-166237
COMCAST 23 9 N/A
TELCO 20 2 N/A
D
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE
319538-166228
SECONDARY RISER 27 0 N/A
NEUTRAL 26 1 N/A
SECONDARY DRIP 25 6 N/A
COMCAST 20 5 N/A
TELCO 18 10 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE
319527-166228
NEUTRAL 24 11 N/A
SECONDARY DRIP 24 8 N/A
SECONDARY RISER 22 9 N/A
STREET LIGHT 21 4 N/A
COMCAST 20 9 Y
TELCO 19 11 Y
D
N
N
N
N
Y
Y
MAKE READY: LOWER COMAST FROM 21'-2" TO 20'-8", LOWER TELCO
FROM 20'-2" TO 19'-8"
MAKE READY: LOWER COMAST FROM 20'-9" TO 19'-5", LOWER TELCO
FROM 19'-11" TO 18'-5"
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
4
7
DESIGN
N
14053712
3805
1403
3741
1320
3701
10
1114
1133
3728
3714
3719
1412
3813
3713
1308
1208
1212
1204
3807
1409
3734 1307
1406
1208
1313
1202
1203
1314
3709
3731
14001302
3711
3724
3713
0
1209
3708
3720
1216
3725
1200
3809
0
0
0
0
0
N 38TH STPARK AVE NN 37TH STPARK AVE NROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROW
ROW ROW ROW
ROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOP
EOPEOPEOPEOPFLFLFL
FLFLFLFLFLN 38TH ST
PARK AVE N126'178'95'127'105'6
7
8
9
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 3
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE
319511-166227
NEUTRAL 32 0 N/A
SECONDARY 30 2 N/A
SECONDARY RISER 31 4 N/A
SECONDARY DRIP 30 10 N/A
COMM #1 27 6 N/A
COMCAST 26 10 N/A
TELCO 25 9 N/A
D
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:6 PSE
319499-166227
SECONDARY RISER 27 11 N/A
NEUTRAL 27 3 N/A
SECONDARY 27 3 N/A
STREET LIGHT 25 1 N/A
STREET LIGHT DRIP 24 8 N/A
COMCAST 22 4 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE
319470-166226
NEUTRAL 28 0 N/A
SECONDARY 28 0 N/A
SECONDARY DRIP 26 6 N/A
COMCAST 21 4 N/A
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:9 PSE
319459-166225
NEUTRAL 25 5 N/A
SECONDARY 23 9 N/A
SECONDARY DRIP 22 9 N/A
SECONDARY RISER 22 7 N/A
COMCAST 18 5 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:7 PSE
319482-166226
NEUTRAL 25 2 N/A
SECONDARY 25 2 N/A
SECONDARY RISER 23 11 N/A
SECONDARY DRIP 21 9 N/A
COMCAST 20 6 Y
D
N
N
N
N
Y
MAKE READY: LOWER COMAST FROM 20'-6" TO 18'-05"
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
5
7
DESIGN
NPPW5
ROW
VE NPLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
3619
1222
1201 1205
1322
1410
1214
1213
1401
3506
3605
1210
3603
1413
1311
1309
1310
1203
3613
1216
1115
1218
14053507
1305
1215
3700
1117
3609
3508
1122
3504
1301
1206
1204
35031202
3607
3510
1116
1209
3625
1407
1402
3702
3610
1403
1207
1419
0
0
0
0
0
0
0
N 36TH ST
N 37TH ST
PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROWROWROWROW
ROWROW
ROW ROW
ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW
N 36TH ST
EOPEOPEOPEOPEOPEOPEOP EOP
EOPEOPFLFLFLFLFLFLFLFLFLPARK AVE N214'105'138'127'10
11
12
13
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE
31944-166225
NEUTRAL 27 3 N/A
SECONDARY 27 3 N/A
SECONDARY RISER 27 0 N/A
SECONDARY DRIP 26 3 N/A
STREET LIGHT 23 8 N/A
COMCAST #1 21 2 N/A
COMM 20 11 N/A
COMCAST #2 20 0 N/A
COMCAST #2
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:11 PSE
319428-166220
NEUTRAL 25 0 N/A
SECONDARY 24 4 N/A
SECONDARY DRIP 23 3 N/A
COMCAST #1 19 5 N/A
COMCAST #2 19 3 N/A
COMCAST #3 19 1 N/A
TROLLEY LINE 18 4 N/A
TELCO 18 4 N/A
COMM 17 0 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:12 PSE
319416-166224
NEUTRAL 34 3 N/A
SECONDARY 34 3 N/A
SECONDARY RISER 34 0 N/A
SECONDARY DRIP 34 0 N/A
STREET LIGHT 30 0 N/A
STREET LIGHT DRIP 29 11 N/A
COMCAST 20 4 N/A
TELCO 19 3 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:13 PSE
319406-166222
SECONDARY 30 8 N/A
NEUTRAL 29 5 N/A
SECONDARY DRIP 28 0 N/A
SECONDARY RISER 27 0 N/A
COMCAST #1 20 4 N/A
COMM 19 10 N/A
COMCAST #2 18 3 N/A
D
N
N
N
N
N
N
N
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
6
7
DESIGN
N
3322
3336
1300
1301
3410
3418
3432 3426
1125 1129 1133
1213
3320
1326
1402
1116 1200
1311
1208
1302
1215
1304
3438
3420
3427
3317
3500
1213
1201
1119
3315
33051205
1214
1207
1210
1401
3311 1405
3415
1122
3314
3406
1205
1305
1408
3405
3326
1209
1204
3332
1201
1315
1118
3421
1209
1120
0
0
0
0
0
0
0
00
0PARK AVE NPARK AVE NGARDEN CT NN 34TH ST
N 34TH STROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROW
N 34TH ST
N 33RD PL
N 35TH ST
EOPEOP EOPEOPEOP
EOPEOPEOPEOPEOPEOP
EOPEOP
EOPFLFLFLFLFLFLFLFLFLFL146'135'127'14
15
16
17
PLACE NEW 48CT FIBER ON
EXISTING AERIAL STRAND
FOR 16 SPANS, (TYPICAL)
MATCH LINE SEE SHEET 3
SPLICE INTO
MX0006.WAKV_SP.WAKV.0902
WITH 48CT FIBER.
PROPOSED MUX SHARED
WITH JB0000582777
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:14 PSE
319391-166222
SECONDARY RISER 29 10 N/A
NEUTRAL 26 7 N/A
SECONDARY 26 7 N/A
SECONDARY DRIP 24 7 N/A
STREET LIGHT 21 1 N/A
COMCAST #2 20 5 N/A
COMCAST #1 20 2 N/A
TROLLEY LINE #1 19 6 N/A
D
N
N
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:15 PSE
319378-166222
SECONDARY RISER 30 2 N/A
NEUTRAL 29 10 N/A
SECONDARY DRIP 28 11 N/A
COMCAST #1 20 6 N/A
COMCAST #2 20 4 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:16 PSE
319364-166221
NEUTRAL 29 6 N/A
SECONDARY 29 6 N/A
SECONDARY DRIP 28 8 N/A
STREETLIGHT 26 7 N/A
STREETLIGHT DRIP 26 6 N/A
COMCAST #1 23 5 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:17 PSE
319351-166221
NEUTRAL 26 8 N/A
SECONDARY 26 8 N/A
SECONDARY RISER 26 2 N/A
SECONDARY DRIP 24 4 N/A
COMCAST 22 2 Y
D
N
N
N
N
Y
MAKE READY: LOWER COMAST FROM 22'-2" TO 21'-0"
PLACE 48CT SHEATH, 200'
STORAGE EVERY 1500'
OF
APPROVED BY:
PROJECT CODE:
DRAWN BY:
DATE:
SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050
4/6/2022
JBL
AF
1:60
0'30'60'
7
7
DESIGN
N
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP22002642
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.
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