HomeMy WebLinkAboutMFP21001354.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21001354
IVR Number: 21001354
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:03/25/2021Application Date:4204400094Parcel Number: 401 LIND AVE NW
Permit Type:05/25/2021Issue Date:Franchise
Permit Work Class:05/25/2022Expiration Date:Major Utility
Job Number: 569593-coaxFranchise Type:Cable
Description: Comcast to rebalance, retap, and replace existing Coax facilities in several locations. Replace 174' section of .500
CBL Coax with new .625 Coax. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Rhonda Resnik
Comcast
410 Valley Ave NW, Suite 12, Bldg C
Puyallup, WA 98371
B: (253) 864-4246Applicant
Shannon Heaton
Cannon Construction
Applicant
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Michael Cannon
Cannon Constructors Inc
406 Porter Way
Milton, WA 98354
B: (253) 922-2787Contractor
Business License Number: 41539Construction Contractor: CANNOCI055CS
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
X
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
JB0000569593_Coax
Rhonda Resnik
253-864-4246
Rhonda_Resnik@comcast.com
401 LIND AVE NW
REBALANCE, RETAP, AND REPLACE EXISTING COAX FACILITIES IN SEVERAL LOCATIONS
REPLACE 174' (1 SPAN) SECTION OF .500 CBL COAX WITH NEW .625 COAX
Cannon Construction Inc - Shannon Heaton 253-922-2787 ext 258
601590363 20838
MFP21001354
Scott Warlick
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
5/25/2021
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
JB0000569593_Coax
401 LIND AVE NW
Monday Friday 8:00am 3:00pm
REBALANCE, RETAP, AND
REPLACE EXISTING COAX FACILITIES IN SEVERAL LOCATIONS.
Cannon Construction Inc 253 922 2787
Shannon Heaton sheaton@cannonconstructioninc.com
406 Milton Way Milton, WA 98354
MFP21001354
Scott Warlick CED 5/25/2021
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
NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB1SHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT25303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ALEX GAUNTCANNON253-922-2787AGAUNT@CANNONCONTRUSCTUIONINC.COMJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 451 SENECA AVE NWDESCRIPTION: 408 LIND AVE NWN O R
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454450428451455459463467X*ROADWORKAHEADW20-1X*9MFP21001354
NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB2SHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT25303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLETRAFFIC CONTROL SUPERVISOR01222408/31/2023SPE
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OFNOTGNIHSAWX*ROADWORKAHEADW20-1402406410414413STEVENS AVE NWSENECA
AV
E
NW
4
0
8 SPEEDLIMIT25X*ROADWORKAHEADW20-1X
*ROADWORKAHEADW20-1W4-119L8'22'9MFP21001354
305NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB3SHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT25303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H
NW 4TH STLIND AVE NWLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLETRAFFIC CONTROL SUPERVISOR01222408/31/2023SPE
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OFNOTGNIHSAW8'22'X*ROADWORKAHEADW20-1W4-119L401403405411305402404408410412420452454SPEEDLIMIT25X*ROADWORKAHEADW20-19MFP21001354
305NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB4SHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT25303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLETRAFFIC CONTROL SUPERVISOR01222408/31/2023SPE
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OFNOTGNIHSAW8'22'X*ROADWORKAHEADW20-1W4-119LNW 4TH STLIND AVE NWSPEEDLIMIT254014034054113054024044084104124204524545'5'X*ROADWORKAHEADW20-1WORK AREA9MFP21001354
NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB5SHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT25303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLETRAFFIC CONTROL SUPERVISOR01222408/31/2023SPE
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OFNOTGNIHSAWX*ROADWORKAHEADW20-1W20-7ONE LANEROADAHEADW20-4X*X*X*W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-450'50'50'SPEEDLIMIT2511'16'11'TAYLOR PL NWLIND AVE NW520304509503529516X*X*X*W20-7ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4X*X*PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.9MFP21001354
NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBSHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENTLONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-285225303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA3684024064083643603618'8'X*ROADWORKAHEADW20-1W4-119LX*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1STEVENS AVE NWSENECA AVE NW SPEEDLIMIT2522'96MFP21001354
NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBSHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENTLONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-285225303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA364360361324337325321321X*ROADWORKAHEADW20-18'8'STEVENS AVE NWW4-119LX*ROADWORKAHEADW20-1SPEEDLIMIT2516'97MFP21001354
LIND AVE NWNOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBSHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENTLONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-285225303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATAROADWORKAHEADW20-1W4-119L8'29'354358364361363324312323351330ROADWORKAHEADW20-1X*SPEEDLIMIT25LIND AVE NWX*98MFP21001354
369 368NOTES:1. ALL SIGNS ARE 36" - 48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBSHEET NUMBEROFSPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852TYPE OF TCP: WORK HOURSPHASE OF WORK: AERIALRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENTLONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANDREI MCANNON253-922-2787ANDREI.M@CABLECOMLLC.NETJOB NUMBER: JB0000569593JOB NAME: COAX REBALANCEJOB ADDRESS: 408 LIND AVE NWDESCRIPTION: REBALANCE COAXN O R T H LEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-285225303540455055606570730645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATAX*ROADWORKAHEADW20-1W4-119LMAPLE AVE NW3603643503553313253193613308'22'SPEEDLIMIT25X*ROADWORKAHEADW20-199MFP21001354
AS-BUILT161REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------VICINITY MAPSITE LOCATIONSHEET INDEXSCOPE OF WORK:REBALANCE, RETAP, AND REPLACE EXISTINGCOAX FACILITIES IN SEVERAL LOCATIONS.REPLACE 174' (1 SPAN) SECTION OF 500 CBLCOAX WITH NEW 625 CBL COAX NEAR 368STEVENS AVE NW.ALL CONSTRUCTION/RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.ADDRESS: 401 LIND AVE NW, RENTON, WA 98057PROJECT NAME: JB0000569593 - COAX REBALANCE1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/15 - DESIGN VIEWS 1/1216 - AERIAL TYPICALSCONTACTSALEX GAUNTCANNON COMPANIES253-922-2787AGAUNT@CANNONCONSTRUCTIONINC.COMMIKE FONTENOTCOMCAST COMMUNICATION425-213-5482MIKE_FONTENOT@CABLE.COMCAST.COMSPENCER KARINIEMIBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360-722-2852DRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\JB0000569593 - P2P\JB0000569593_PRINTSCOAX.DWGN O R T HRENTONMUNICIPALAIRPORTRAINIER AVE SVICINITY MAPSHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 11SHEET 13SHEET 12SHEET 15SHEET 10SHEET 14LIND AVE NWTAYLOR AVE NWNW 3RD CTSENECA PL NWSENECA AVE NWSTEVENS AVE NWNW 4TH PLMFP21001354This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HR
AS-BUILT162REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------GENERAL NOTES1.THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURREDTO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIGSYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.2.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTHIN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANYAPPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OFRENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALLVERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTORAT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.5.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTINGUTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.6.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANYPERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.8.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE ASITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.9.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.10.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITHM.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALLTRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF RENTON.11.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS ORDESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.12.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OFRENTON INSPECTOR AT ALL TIMES. THE CITY OF RENTON REQUEST A NEW PLAN SET THAT INDICATES THE NEWLY RELOCATED FACILITIES WHEN CONSTRUCTION IS COMPLETED.14.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTEON THE RECORD DRAWINGS.15.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALLBE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.16.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.17.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANDANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.N O R T HMFP21001354
AS-BUILT163REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------#F#F#F#LEGENDN O R T HN O R T H#MFP21001354
455 SENECA AVE NWPARCEL# 1742800470451 SENECA AVE NWPARCEL# 1742800460SENECA AVE
NW454 SENECA AVE NWPARCEL# 1742800320411 SENECA AVE NWPARCEL# 1742800450459 SENECA AVE NWPARCEL# 1742800480AS-BUILT164REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------CONSTRUCTION NOTES11EXISTING UTILITY POLE UP-01N O R T H 2REBALANCE ACTIVE TAP NEAR UP-012MFP21001354
AS-BUILT165REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------408 SENECA AVE NWPARCEL# 1742800260413 STEVENS AVE NWPARCEL# 1742800390414 STEVENS AVE NWPARCEL# 4204400099410 STEVENS AVE NWPARCEL# 4204400098STEVENS AVE NWCONSTRUCTION NOTESN O R T H 1EXISTING UTILITY POLE UP-022REBALANCE ACTIVE TAP NEAR UP-0212MFP21001354
AS-BUILT166REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------368 STEVENS AVE NWPARCEL# 4204400174PARCEL#1823059005STEVENS AVE NWSENECA AVE NW402 STEVENS AVE NWPARCEL# 4204400095PARCEL#1823059078174'MATCH TO SHEET 7
N O R T H CONSTRUCTION NOTES1EXISTING UTILITY POLE UP-032REBALANCE ACTIVE TAP NEAR UP-033FROM UP-03 REPLACE EXISTING 500 CBL COAX WITH NEW625 CBL COAX 174' (S) TO UP-04132MFP21001354
AS-BUILT167REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------364 STEVENS AVE NWPARCEL# 4204400173PARCEL#1823059078360 STEVENS AVE NWPARCEL# 4204400175361 STEVENS AVE NWPARCEL# 9133600135STEVENS AVE NW368 STEVENS AVE NWPARCEL# 4204400174(174')MATCH TO SHEET61174' OF NEW 625 CBL COAX REPLACING EXISTING 500 CBLCOAX CONTINUED FROM NOTE 3 ON SHEET 6N O R T H CONSTRUCTION NOTESMATCH TO SHEET 8
2EXISTING UTILITY POLE UP-043REBALANCE ACTIVE TAP NEAR UP-04132MFP21001354
AS-BUILT168REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------318 STEVENS AVE NWPARCEL# 4204400186337 STEVENS AVE NWPARCEL# 9133600130325 STEVENS AVE NWPARCEL# 9133600125STEVENS AVE NW1N O R T H CONSTRUCTION NOTES1EXISTING UTILITY POLE UP-052REBALANCE ACTIVE TAP NEAR UP-052433EXISTING UTILITY POLE UP-064REBALANCE ACTIVE TAP NEAR UP-06MFP21001354
AS-BUILT169REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------405 LIND AVE NWPARCEL# 4204400097403 LIND AVE NWPARCEL# 4204400092404 LIND AVE NWPARCEL# 4202400300408 LIND AVE NWPARCEL# 4202400280410 LIND AVE NWPARCEL# 4202400275412 LIND AVE NWPARCEL# 4202400268416 LIND AVE NWPARCEL# 4202400266LIND AVE NWMATCH TO SHEET 10
1EXISTING VAULT VT-01N O R T H CONSTRUCTION NOTES12REBALANCE ACTIVE TAP INSIDE VT-013EXISTING UTILITY POLE UP-074REBALANCE ACTIVE TAP NEAR UP-07234MFP21001354
AS-BUILT1610REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------371 LIND AVE NWPARCEL# 4204400177305 NW 4TH ST PARCEL# 9460000070402 LIND AVE NWPARCEL# 4202400305401 LIND AVE NWPARCEL# 4204400094NW 4TH ST
LIND AVE NWMATCH TO SHEET9N O R T H CONSTRUCTION NOTES121EXISTING UTILITY POLE UP-082REPLACE EXISTING NODE WITH NEW CISCO GS7000 NODEAND RETAP NEAR UP-08MFP21001354
AS-BUILT1611REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------351 LIND AVE NWPARCEL# 4204400180321 LIND AVE NWPARCEL# 4204400185330 LIND AVE NWPARCEL# 7229290050324 LIND AVE NWPARCEL# 7229290040354 LIND AVE NWPARCEL# 4204400160361 LIND AVE NWPARCEL# 4204400179LIND AVE NWN O R T H CONSTRUCTION NOTES1EXISTING UTILITY POLE UP-092REBALANCE ACTIVE TAP NEAR UP-0921MFP21001354
AS-BUILT1612REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------301 NW 5TH ST PARCEL# 9564800135461 TAYLOR PL NWPARCEL# 4202400365TAYLOR PL NW457 MAPLE AVE NWPARCEL# 4202400355456 TAYLOR PL NW PARCEL# 9564800150460 TAYLOR PL NW PARCEL# 9564800137N O
R
T
H CONSTRUCTION NOTES1EXISTING UTILITY POLE UP-102REBALANCE ACTIVE TAP NEAR UP-1012MFP21001354
AS-BUILT1613REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------368 MAPLE AVE NWPARCEL# 9460000010MAPLE AVE NW365 MAPLE AVE NWPARCEL# 9460000110361 MAPLE AVE NWPARCEL# 9460000100355 MAPLE AVE NWPARCEL# 4204400162364 MAPLE AVE NWPARCEL# 9460000020360 MAPLE AVE NWPARCEL# 9460000030350 MAPLE AVE NWPARCEL# 4204400155N O R T H CONSTRUCTION NOTES1EXISTING UTILITY POLE UP-112REBALANCE ACTIVE TAP NEAR UP-1112MFP21001354
AS-BUILT1614REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------203 NW 4TH ST PARCEL# 9460000060206 NW 4TH STPARCEL# 4202400395200 NW 4TH STPARCEL# 4202400396NW 4TH ST368 MAPLE AVE NWPARCEL# 9460000010N O R T HCONSTRUCTION NOTESMATCH TO SHEET 15 121EXISTING UTILITY POLE UP-122RETAP EXISTING NEAR UP-12MFP21001354
AS-BUILT1615REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------360 TAYLOR AVE NWPARCEL# 4204400135360 TAYLOR AVE NWPARCEL# 4204400135390 TAYLOR AVE NWPARCEL# 4202401340TAYLOR AVE NW203 NW 4TH ST PARCEL# 9460000060NW 4TH ST
N O R T H CONSTRUCTION NOTESMATCH TO SHEET141EXISTING UTILITY POLE UP-132SPL PI AND TERM, USE EX 750 CBL FOR PWR BRIDGR NEARUP-1312MFP21001354
AS-BUILT1616REVISIONSNO.DATEENGINEERDRAFTERORIGINAL12Know what's below.Call before you dig.RSHEET NUMBEROFPROJECT LOCATION: 401 LIND AVE NW, RENTON, WA 98057PROJECT NUMBER: JB0000569593PERMIT NUMBER: ----BOOKER ENGINEERING LLC1129 W MAIN ST,MONROE, WA 98272360.722.2852COMCAST ENGINEER: MIKE FONTENOTCONFIDENTIAL/ PROPRIETARYSDKTRM03/15/21------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------AERIAL TYPICALSN O R T HMFP21001354
Comcast Cable Communications Management
410 Valley Ave NW
Suite 12 Bldg C
Puyallup, WA 98371
5/24/2021
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB0000569593 - MFP21001354
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 install 174' OF NEW 625 CBL COAX REPLACING EXISTING 500 CBL
COAX
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.
If you have any further questions regarding this project, please contact Rhonda Resnik.
Thank you for your consideration in this matter.
Rhonda Resnik
Permit Coordinator
Comcast Cable Communications Management
o 253-864-4246 | e Rhonda_Resnik@comcast.com
May 25, 2021
Rhonda Resnik
Comcast Cable Communications Management
410 Valley Ave NW
Puyallup, WA 98371
Via Email: Rhonda_Resnik@comcast.com
SUBJECT: Request for Undergrounding Exemption (JB#569593-Coax, MFP21001354, 401 Lind Ave NW)
Dear Ms. Resnik:
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 625 CBL Coax approximately 174 lineal feet
to existing Puget Sound Energy (PSE) poles beginning at the pole to the west of property 402 Stevens Ave
NW and continuing south along the east side of Stevens Ave NW for 174 lineal feet before ending at the
to the southwest of property 368 Stevens Ave NW.
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#569593-Coax
Page 2 of 2
May 25, 2021
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 Comcast’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 Comcast 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 8, 2021. Due to Governor Jay
Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For
that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The
appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. 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. If the situation changes
such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal
in person.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Manager
cc: C.E. “Chip” Vincent, CED Administrator
Vanessa Dolbee, Planning Director
Justin Johnson, Assistant Development Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Permit Technician
Franchise Permits
Shannon Heaton, Cannon Construction sheaton@cannonconstructioninc.com
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP21001354
Engineering
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 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.
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 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
Page 1 of 1