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Home My WebLink AboutMFP20003595.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20003595 IVR Number: 20003595 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:08/11/2020Application Date:7222000260Parcel Number: 703 S 15TH ST Permit Type:09/25/2020Issue Date:Franchise Permit Work Class:09/25/2021Expiration Date:Major Utility Job Number: 344946Franchise Type:Cable Description: Comcast to overlash (1) 48ct and (1) 96ct fiber on existing aerial strand, place (1) 144ct fiber strap between to splice case, and proof and pull (1) 96ct fiber through existing conduit. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling 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 Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction 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 MFP20003595 Scott Warlick RESTORATION PER CITY OF RENTON STANDARDS Justin Johnson 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 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 Monday - Friday8:00AM - 3:00PM Scott Warlick CED 9/16/2020 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 617 606 1512 516 711 1412 605 618 527 1413 703 610 611 1413 1450614 S 15TH ST SMITHERS AVE SS 15TH STMORRIS AVE SROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLWT R2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4 WT R2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 1 21 7/31/2020 TH NP COMCAST N MFP20003595 401 606 1512 1422 1426 407 516 505 1412 605 527 1414 420 1428 415 1413 1511 610 611 513 1420 1427 506 614 1432 S 15TH STWHITWORTH AVE SS 15TH ST MORRIS AVE SROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL MORRIS AVE SWT R2-1 WORK AREA W21-7 W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4 W3-4 WT W21-7 W20-7a FLAGGERW3-4 R2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 2 21 7/31/2020 TH NP COMCAST N MFP20003595 322 401 327 1422 1426 407 1413 505 420 1428 415 1511 317 1420 1504 1427 506 1432 14111409 SHATTUCK AVE SS 15TH ST S 15TH ST SHATTUCK AVE SS 15TH ST WHITWORTH AVE SS 15TH ST ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOP MORRIS AVE SWT R2-1 WORK AREAW21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4 WT W21-7 W20-7a FLAGGERW3-4 R2-1 W21-7 W20-7a FLAGGERW3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 3 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWSHATTUCK AVE SSHATTUCK AVE SWTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 4 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWSHATTUCK AVE SSHATTUCK AVE SWTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 DRIVEWAYSPOTTER THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 5 21 7/31/2020 TH NP COMCAST N MFP20003595 1917 1906 1819 1814 1824 325 4111901 1818 1813 419 1814 1909 S 19TH ST SHATTUCK AVE SDAVIS AVE S S 19TH STROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSHATTUCK AVE SS 19TH ST W21-7 W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4 W3-4WTR2-1 WORK AREA R2-1 W21-7 W20-7a FLAGGERW3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 6 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWSHATTUCK AVE SUNNAMED ROAD WTR2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4SHATTUCK AVE SWORK AREA THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 7 21 7/31/2020 TH NP COMCAST N MFP20003595 2008 2109 2020 1940 327 2012 2007 326 1934 2003 2016 2004 0 332 331 2005 S 20TH PL SHATTUCK AVE SROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW RO W ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP SHATTUCK AVE SUNNAM E D R O A D UNNAMED ROAD W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4 WTR2-1 WORK AREA WTR2-1 WORK AREA W21-7 W20-7aFLAGGER W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 8 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWS 22ND PL EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS 22ND CT SHATTUCK AVE SSHATTUCK AVE SW21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4WTR2-1 WORK AREAWT W21-7 W20-7a FLAGGERW3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 9 21 7/31/2020 TH NP COMCAST N MFP20003595 2319 2209 2208 2215 317 407 2325 2226 311 401 323 2212 2224 315 321 307 SHATTUCK AVE STALBO T C R E S T D R S S 23RD ST S 23RD ST TALBOT RD SROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWRO W ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOPEOP EOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLTALBOT RD SEOPEOPEOPEOPEOPEOPEOPEOPW2 1 - 7 W21-7 W21-7 W2 0 - 7 a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3- 4 WT R2-1 WORK AREA R2-1 R2-1 WT W21 - 7 W2 0 - 7 a FLAGGERW3 - 4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 10 21 7/31/2020 TH NP COMCAST N MFP20003595 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWTALBOT RD SWTR2-1 WORK AREA W21-5 W21-7 W21-5 W21-7 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 11 21 7/31/2020 TH NP COMCAST N MFP20003595 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWTALBOT RD STALBOT RD SWTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 12 21 7/31/2020 TH NP COMCAST N MFP20003595 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWTALBOT RD STALBOT RD STALBOT CREST RD S W21-5 W21-7 W21-5W21-7 W21-5 W21-7WTR2-1 WTWORK AREA WORK AREA R2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 13 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWS 26TH STWT R2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4TALBOT RD SWTTALBOT RD SR2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 14 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWS 27TH PLWT R2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4TALBOT RD SWTTALBOT RD SR2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 15 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWS 32ND STWT R2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERW3-4 W3-4 W3-4TALBOT RD SWTTALBOT RD SR2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 16 21 7/31/2020 TH NP COMCAST N MFP20003595 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW S 32ND ST S 32ND ST WT R2-1 WORK AREA W21-7 W21-7W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 17 21 7/31/2020 TH NP COMCAST N MFP20003595 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWS 32ND STS 32ND ST WTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [SPLICING WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 18 21 7/31/2020 TH NP COMCAST N MFP20003595 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPROW ROW ROW ROW ROW ROW ROWROWROWROWROWEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP ROWROWROWROWROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW S 32ND PLS 32ND PL SMITHERS AVE SWORK AREA FLAGGERWTW21-7 W20-7a FLAGGERW3-4 W21-7 W20-7aFLAGGER W3-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [SPLICING WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 19 21 7/31/2020 TH NP COMCAST N W21-7W3-4W20-7a R2-1 MFP20003595 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWWELLS AVE SWELLS AVE SWTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 DRIVEWAYSPOTTER THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [SPLICING WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 20 21 7/31/2020 TH NP COMCAST N MFP20003595 BENSON DR STALBOT RD SS 15TH ST ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLS PU G E T D R V WT WORK AREA W2 1 - 7W2 0 - 5 R W 4 - 2 R F A S W21-7 W21-7 W21-7 R2-1 R2-1 R2-1 R2-1 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 TCP 21 21 7/31/2020 TH NP COMCAST N MFP20003595 SPLICING LOCATIONS 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-21 -DESIGNTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 144 CT FIBER: 10 FT + 20% STORAGE = 12 FT 96 CT FIBER: 4757 FT + 20% STORAGE = 5708 FT 48 CT FIBER: 2043 FT + 20% STORAGE = 2452 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 6220 FT. 0 FT. 580 FT. 0 FT. 6800 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =6800 FT. - PLACE (1) 144CT FIBER BETWEEN SPLICE CASES SP.WABU.1150 & SP.WABU.1108 - TIE IN TO EXISTING SPLICE CASE SP.WAKV.0143 - OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND - TIE IN TO EXISTING SPLICE CASE SP.WAKV.0893 - OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND - INSTALL (1) 2" RISER & PULL (1) 96CT FIBER THROUGH - PROOF & PULL (1) 96CT FIBER THROUGH EXISTING OCCUPIED CONDUIT - TIE IN TO EXISTING SPLICE CASE SP.WAKV.0941 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST CANNON COMPANIES Nate Pinson - (425)-941-7820 - npinson@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com Shattuck Ave S & S 15th St Renton, WA 98055 WARNTNH07300 2x2 off RN19D JB#0000344946 NODE SPLIT MFP20003595 EOP FL P C S D G W TS T ST UT ROW DD DD DD DD 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 CONDUIT STRAW WATTLES P V LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CB CB 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 NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 LEGEND 2 21 7/31/2020 TH NP COMCAST SPLICE CASE MFP20003595 OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 GENERAL NOTES 3 21 7/31/2020 TH NP COMCAST MFP20003595 UTILITY POLE RISER - STANDARD DETAIL (1) 10' PVC CONDUIT SECTIONS 15" HDG POLE BRACKET W/ PIPE CLAMP (B2017 BY POWER-STRUT OR EQUAL) 4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT SECTIONS EXISTING SURFACE24' (TYP)PROPOSED CABLE EXISTING AERIAL POWER EXISTING UTILITY POLEVARIES 2 #RISER PLACEMENT STANDARD DETAIL LOCATION 1 CONDUIT UP TO 2 CONDUITS STANDOFF BRACKET 15" MIN LENGTH ℄ ℄ DIRECTION OF VEHICULAR TRAFFIC PLAN VIEW LOCATION 2 LOCATION 4 LOCATION 3 CONDUIT CLAMP 5" MIN 1 OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DETAILS 4 21 7/31/2020 TH NP COMCAST MFP20003595 617 606 1512 1422 516 711 1412 605 618 527 1428 1413 703 610 611 1413 513 1450 506 614 S 15TH ST SMITHERS AVE SS 15TH STS 15TH ST MORRIS AVE SROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL 132'168'150'MORRIS AVE SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE 317323-165994 SECONDARY 24 4 N/A STREET LIGHT 20 5 N/A COMCAST #1 17 10 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE 317324-165981 SECONDARY 24 8 N/A COMCAST #1 18 8 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE 317324-165965 SECONDARY 27 10 N/A NEUTRAL 27 10 N/A STREET LIGHT 22 4 N/A COMCAST #1 20 2 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE 317324-165953 SECONDARY 25 0 N/A STREET LIGHT 22 7 N/A COMCAST #1 20 6 N/A COMM #1 19 8 N/A D N N N N OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND TIE IN TO EXISTING SPLICE CASE SP.WAKV.0143 OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 5 21 7/31/2020 TH NP COMCAST N MFP20003595 322 401 327 1512 1506 1426 407 1413 505 311 1517 1507 1414 420 415 312 1511 317 1514 1508 1420 306 1504 1427 1432 1408 1411 1411 1518 1409 SHATTUCK AVE SS 15TH ST S 15TH ST SHATTUCK AVE SS 15TH ST WHITWORTH AVE SROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOP 217'144' 142' 132' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 317324-165936 SECONDARY 23 4 N/A COMCAST #1 20 8 MOVE TO 20'-0" D N Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 317324-165921 SECONDARY 31 4 N/A STREET LIGHT 24 10 N/A COMCAST #1 22 0 N/A T N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE 317311-165920 NEUTRAL 23 9 N/A SECONDARY 23 7 N/A STREET LIGHT 21 4 N/A COMCAST #1 21 0 MOVE TO 20'-3" COMM #1 19 11 N/A D N N N Y N OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST #1 TO 20'-0" MAKE READY: LOWER COMCAST #1 TO 20'-3" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 6 21 7/31/2020 TH NP COMCAST N MFP20003595 1631 1516 1608 1517 1609 1616 1625 1620 1522 1608 1609 1603 1619 1616 1523 1530 1615 1612 0 15221526 1611 1613 1617 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSHATTUCK AVE SSHATTUCK AVE SSHATTUCK AVE S143' 147'MORRIS AVE SMORRIS AVE SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE 317296-165920 SECONDARY 27 6 N/A COMCAST #1 25 3 MOVE TO 24'-2" COMM #1 24 2 MOVE TO 23'-2" D N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 317281-165920 SECONDARY 32 0 N/A STREET LIGHT 23 7 N/A COMCAST #1 23 6 N/A COMM #1 22 5 N/A T N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE 317267-165920 SECONDARY 24 2 N/A COMCAST #1 22 9 MOVE TO 20'-10" COMM #1 21 10 MOVE TO 19'-10" D N Y Y OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST #1 TO 24'-2" MAKE READY: LOWER COMM #1 TO 23'-2" MAKE READY: LOWER COMCAST #1 TO 20'-10" MAKE READY: LOWER COMM #1 TO 19'-10" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 7 21 7/31/2020 TH NP COMCAST N MFP20003595 1801 1705 1705 1729 1713 1728 1717 1711 1731 1714 1735 1726 1725 1622 1722 1706 1720 1719 1713 1712 1723 1715 1717ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSHATTUCK AVE SSHATTUCK AVE S143' 143' 145'MORRIS AVE SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE 317252-165920 SECONDARY 31 7 N/A STREET LIGHT 24 1 N/A COMCAST #1 22 11 N/A COMM #1 21 11 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE 317238-165920 SECONDARY 25 2 N/A COMCAST #1 22 7 MOVE TO 21'-10" COMM #1 21 0 N/A D N Y N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 317223-165920 SECONDARY 33 8 N/A STREET LIGHT 26 7 N/A COMCAST #1 21 2 N/A COMM #1 18 11 N/A D N N N N OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST #1 TO 21'-10" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 8 21 7/31/2020 TH NP COMCAST N MFP20003595 1823 1906 1819 1814 319 1824 325 1805 1817 320 411 1811 1901 1818 1813 419 1814 425 1807 1808 1909 S 19TH ST DAVIS AVE S S 19TH STROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSHATTUCK AVE S184' 145' 151'MORRIS AVE SS 19TH ST OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 317209-165920 SECONDARY 23 3 N/A COMCAST #1 20 6 MOVE TO 19'-11" COMM #1 19 6 MOVE TO 18'-11" D N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 317191-165919 NEUTRAL 26 5 N/A SECONDARY 24 6 MOVE TO 26'-1" STREET LIGHT 23 7 N/A COMCAST #1 22 9 N/A COMM #1 18 11 N/A D N N N Y N TIE IN TO EXISTING SPLICE CASE SP.WAKV.0893 OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST #1 TO 19'-11" MAKE READY: LOWER COMM #1 TO 18'-11" MAKE READY: RAISE SECONDARY TO 26'-1" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 9 21 7/31/2020 TH NP COMCAST N MFP20003595 1917 2008 321 1940 1922 327 2012 1921 1918 326 1934 2003 1920 320 2004 0 0 0 507 513 501 1928332 331 2005 S 20TH PL SHATTUCK AVE SROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP SHATTUCK AVE S161' 133' 225' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 317171-165919 SECONDARY 25 5 N/A COMCAST #1 22 9 MOVE TO 22'-1" COMM #1 20 11 N/A D N Y N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 317161-165919 NEUTRAL 32 7 N/A STREET LIGHT 24 10 N/A COMCAST #1 21 8 N/A COMM #1 20 5 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:18 PSE 317146-165919 SECONDARY 27 4 N/A STREET LIGHT 26 10 N/A COMCAST #1 22 5 N/A COMM #1 21 10 N/A D N N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST#1 TO 22'-1" UNNAM E D R O A D UNNAMED ROAD OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 10 21 7/31/2020 TH NP COMCAST N MFP20003595 2103 2109 2020 2123 2130 2105 329 2135 2120 2007 2115 2115 328 2110 2016 2109 2125 0 322 SHATTUCK AVE SSHATTUCK PL SROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROW ROWROWROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFL FL FLFLFLSHATTUCK AVE S154' 151'FLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOP EOPEOPEOPTALBOT RD SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:19 PSE 317122-165918 SECONDARY 34 0 N/A STREET LIGHT 25 9 N/A COMCAST #1 22 4 N/A COMM #1 20 11 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:20 PSE 317106-165918 SECONDARY 26 2 N/A COMCAST #1 22 1 N/A COMM #1 21 3 N/A D N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 11 21 7/31/2020 TH NP COMCAST N MFP20003595 2319 2209 2208 2215 317 2123 407 2226 311 2203 401 2206 323 2212 2224 2202 315 321 307 TALBOT RD SSHATTUCK AVE SS 23RD ST S 23RD ST S 22ND PL TALBOT RD SSHATTUCK PL SS 22ND PL ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROW ROWROWROW ROW ROWROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWR OW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOP EOP EOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO PEOP EOPEOPEOP EOPEOPEOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL67' 219' 134' 326'TALBOT RD SEOPOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:21 PSE 317093-165918 SECONDARY 24 8 N/A COMCAST #1 19 0 N/A COMM #1 18 2 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:22 PSE 317087-165918 NEUTRAL 25 9 N/A SECONDARY 24 9 N/A COMCAST #2 18 4 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:23 PSE 317064-165918 NEUTRAL 27 8 N/A SECONDARY 26 11 N/A STREET LIGHT 25 10 N/A COMCAST #1 20 0 N/A T N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:24 PSE 317065-165931 NEUTRAL 25 4 N/A SECONDARY 23 3 N/A STREET LIGHT 21 3 N/A COMCAST #1 19 5 N/A COMM #1 18 4 N/A T N N N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 12 21 7/31/2020 TH NP COMCAST N MFP20003595 2323 2408 2337 2325 2332 2320 2402 2331 2300 TALBOT C R E S T D R S TALBOT RD SROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLTALBOT RD S280'TALBOT CREST DR SEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOP EOP EOP OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:25 PSE 317035-165920 NEUTRAL 27 0 N/A STREET LIGHT 23 9 N/A SECONDARY 23 8 MOVE TO 24'-7" COMCAST #1 21 3 N/A COMM #1 20 6 N/A T N N N Y N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND MAKE READY: RAISE SECONDARY TO 24'-7" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 13 21 7/31/2020 TH NP COMCAST N MFP20003595 2500 2413 2517 2509 408 2414 2510 2419 2515 400 2420 2516 2503 416 S 2 6 T H S TROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLTALBOT RD STALBOT RD S301' 78'TALBOT CREST DR STALBOT CREST DR SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:26 PSE 317008-165914 NEUTRAL 27 0 N/A SECONDARY 26 6 N/A STREET LIGHT 26 5 N/A COMCAST #1 24 2 MOVE TO 23'-2" COMM #1 23 4 MOVE TO 22'-2" T N N N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:27 PSE 316979-166912 NEUTRAL 24 2 N/A SECONDARY 23 7 MOVE TO 24'-2" STREET LIGHT 22 1 N/A COMCAST #1 20 10 N/A COMM #1 19 8 N/A T N N N Y N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:28 PSE 316974-165912 SECONDARY 26 5 N/A COMCAST #1 21 7 N/A COMM #1 20 5 N/A D N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND MAKE READY: LOWER COMCAST #1 TO 23'-2" MAKE READY: LOWER COMM #1 TO 22'-2" MAKE READY: RAISE SECONDARY TO 24'-2" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 14 21 7/31/2020 TH NP COMCAST N MFP20003595 403 2607 2522 428 506 2527 2613 409 2702 2703 2528 422 500 2601 2619 401 2601 432 512 2606 2521 2607 SHATTUCK CT STALBOT RD SS 26 T H S TTALBOT RD SROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP EOPEOP EOP EOPEOPEOPEOPEOPEOP EOP EOPEOPEOP EO PEOPEOPEOPEOP EOPEOPEO P EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL154' 249' 81' TALBOT CREST DR STALBOT CREST DR SEO P EO P EOPEOPEOPEOP ROW ROW ROWROWS 26TH STOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:29 PSE 316958-165901 NEUTRAL 29 0 N/A SECONDARY 27 1 N/A STREET LIGHT 26 10 N/A COMCAST #1 22 10 N/A COMM #1 22 0 N/A T N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:30 PSE 316931-165915 NEUTRAL 28 10 N/A SECONDARY 28 1 N/A STREET LIGHT 26 1 N/A COMCAST #1 23 6 N/A COMM #1 21 9 N/A T N N N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 15 21 7/31/2020 TH NP COMCAST N MFP20003595 2801 2715 5182709 2709 2702 2819 2715 515 2721 512 507 S 27TH PL S 28TH PL ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL81' 219' 201'TALBOT RD STALBOT RD STALBOT RD SROW ROW ROWROWROWEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS 27TH PLWHITWORTH AVE SOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:31 PSE 316920-165915 NEUTRAL 25 5 N/A STREET LIGHT 24 8 N/A COMCAST #1 20 3 N/A COMM #1 19 1 N/A COMM #2 18 1 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:32 PSE 316902-165916 NEUTRAL 29 6 N/A SECONDARY 28 10 N/A STREET LIGHT 27 0 N/A COMCAST #1 23 10 N/A COMM #1 22 7 N/A COMM #2 21 5 N/A T N N N N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 16 21 7/31/2020 TH NP COMCAST N MFP20003595 2819 2921 2825 2807 2825 2813 WHITWOR TH A V E SROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL225' 335'TALBOT RD STALBOT RD STALBOT RD SEOP EO P EOP EOP EO P EO P EO P OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:33 PSE 316884-165916 NEUTRAL 26 5 N/A STREET LIGHT 24 10 N/A COMCAST #1 20 10 N/A COMM #1 19 7 N/A COMM #2 18 10 N/A T N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:34 PSE 316864-165918 NEUTRAL 33 2 N/A SECONDARY 27 1 N/A STREET LIGHT 23 10 N/A COMCAST #1 20 4 N/A COMM #1 19 3 N/A COMM #2 18 8 N/A T N N N N N N 2819 OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 17 21 7/31/2020 TH NP COMCAST N MFP20003595 3031 517 3011 505 523 3001 3021 511 0ROWROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL275' 161'TALBOT RD STALBOT RD STALBOT RD SROWROWROW EOPEOPOWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: CTL A0568526 COMM #1 15 10 N/A COMCAST #1 15 10 N/A COMM #2 15 0 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:35 PSE 316820-165922 NEUTRAL 22 1 N/A STREET LIGHT 20 10 N/A SECONDARY 20 6 MOVE TO 22'-0" COMCAST #1 18 6 N/A COMM #1 17 6 N/A COMM #2 16 3 N/A T N N N Y Y N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND MAKE READY: RAISE SECONDARY TO 22'-0" OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 18 21 7/31/2020 TH NP COMCAST N MFP20003595 3130 3100 3107 3113 3120 3117 3101 3124 3037 3129 3211 0 3106 3122ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFL FLFLFL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FLFL FL FL FL FL FLFLFLFLFLFL107' 148' 145'TALBOT RD STALBOT RD STALBOT RD S OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:36 PSE 316804-165925 NEUTRAL 25 1 N/A SECONDARY 24 7 N/A STREET LIGHT 22 7 N/A COMCAST #1 19 9 N/A COMM #1 18 6 N/A COMM #2 18 3 N/A T N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:37 PSE 316789-165925 NEUTRAL 24 8 N/A SECONDARY 21 0 N/A COMCAST #1 17 2 N/A COMM #1 16 3 N/A COMM #2 15 2 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:38 PSE 316776-165928 NEUTRAL 30 1 N/A SECONDARY 29 2 N/A COMCAST #1 20 7 N/A COMM #1 19 5 N/A COMM #2 18 5 N/A T N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:39 PSE 316762-165936 NEUTRAL 27 6 N/A SECONDARY 25 5 N/A COMCAST #1 20 1 N/A COMM #1 19 2 N/A COMM #2 18 1 N/A D N N N N N OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 19 21 7/31/2020 TH NP COMCAST N MFP20003595 617 3300 420 613 623 619 3320 611 629 426 414 S 32ND ST TALBOT RD S S 33RD PL ROWROW ROW ROW ROW ROW ROW ROWROWROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO PEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLR 25' 187' S 32N D S T V OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:40 PSE 316743-165944 NEUTRAL 21 7 N/A SECONDARY 21 3 N/A COMCAST #1 17 8 N/A COMM #1 16 6 N/A COMM #2 15 6 N/A T N N N N N 40' 268' 83' 74' 115' TIE IN TO EXISTING SPLICE CASE SP.WAKV.0941 OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND PROOF & PULL (1) 96CT FIBER THROUGH EXISTING OCCUPIED CONDUIT INSTALL (1) 2" RISER & PULL (1) 96CT FIBER THROUGH OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 20 21 7/31/2020 TH NP COMCAST N MFP20003595 717 1519 BENSON DR STALBOT RD SS 15TH ST ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FLFLFLFLFLFLS PU G E T D R V PLACE (1) 144CT FIBER BETWEEN SPLICE CASES SP.WABU.1150 & SP.WABU.1108 OF DATE REVISION BY QC CANNON COMPANIES 0000344946WARNTNH07300 2X2 OFF RN19D S 15TH ST & SHATTUCK AVE S RENTON, WA 98055 DESIGN 21 21 7/31/2020 TH NP COMCAST N MFP20003595 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 9/3/2020 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for 0000344946 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 OVERLASH (1) 48CT & (1) 96CT FIBER ON EXISTING AERIAL STRAND, PLACE (1) 144CT FIBER STRAP BETWEEN TO SPLICE CASE, & PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONUDIT 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. MFP20003595 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 September 25, 2020 Rhonda Resnik SEFNCO Communications, INC. 4610 Tacoma Ave Sumner, WA 98390 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#344946, MFP20003595, 703 S 15th St) 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 approximately 6,220 lineal feet of new fiber to existing Puget Sound Energy (PSE) poles beginning at the pole located to the northeast of property 703 S 15th St, continuing west along the south side of S 15th St for 811 lineal feet. The aerial path then turns south down the east side of Shattuck Ave S for 2,585 lineal feet. Aerial path continues east along the north side of S 23rd St for 134 lineal feet before turning south along the west side of Talbot Rd S. Continue south along Talbot Rd S for 3,472 lineal feet and ending at the pole to the east of 3211 Talbot Rd S property. 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 Job JB#344946 Page 2 of 2 September 25, 2020 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. 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, October 9, 2020. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbe, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Rhonda Resnik, Comcast Rhonda_Resnik@comcast.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20003595 Engineering 1 Engineering General Conditions 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 Engineering General Conditions Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 Engineering General Conditions 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 Engineering General Conditions 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. Page 1 of 1