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HomeMy WebLinkAboutMFP20004712.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20004712 IVR Number: 20004712 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:10/14/2020Application Date:8035400580Parcel Number: 2615 NILE AVE NE Permit Type:11/16/2020Issue Date:Franchise Permit Work Class:11/16/2021Expiration Date:Major Utility Job Number: 386342Franchise Type:Cable Description: Comcast to overlash 144ct fiber, place 200' of storage every 1500', replace mini bridger, add power inverter, splicing, proof and pull fiber. Contacts Name Address PhoneTypeBilling Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Shannon Heaton Cannon Construction Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Michael Cannon Cannon 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 MFP20004712 Scott Warlick 11/6/2020 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 MFP20004712 Scott Warlick CED 11/6/2020 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 S E M A Y V A L L E Y R D S E M A Y V A L L E Y R D EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL F L FLEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPFLAGGER FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL V R 25'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W ROW ROW ROW ROW ROW W20-1 W3-4 W20-7a RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W W20-1 W3-4 W20-7a FLAGGER W3-4 W20-7a W20-1WT FLAGGER 148TH AVE SEN OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 TCP 1 1 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND & OVERHEAD WORK] CONTROL TYPE: FLAGGING, TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. 30 MPH MFP20004712 5512 560855065602 0 148TH AVE SESE M A Y V A L L E Y R D NE 26TH ST DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY D R I V E W A Y EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFL FL EOPEOPEOP EOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FLFLFL FLFLFLFLFLFL FLV V VV ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWW20-1ROWROWROWROWROWROWROWROW ROW ROW ROWROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROWROWROWROWROW ROWROW ROW ROW ROWROW ROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW FLAGGER WTWTWTFLAGGER W3-4 W20-7a W20-1 W3-4 W20-7a W3-4 W20-7a W20-1 W20-1 W3-4 W20-7a N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C 148TH AVE SE RENTON, WA 98059 TCP 2 2 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND & OVERHEAD WORK] CONTROL TYPE: FLAGGING, TWO-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 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 CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. 30 MPH MFP20004712 TCP 3 5604 2411 5625 56085602 0 5601 9846148TH AVE SENE 26TH ST DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLP V V V R25'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROW ROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW W3-4 W20-7aFLAGGERW3-4 W20-7a FLAGGER WTW20-1 W20-1 W3-4 W20-7a FLAGGER W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 26TH ST & 148TH AVE SE RENTON, WA 98059 TCP 3 3 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND & OVERHEAD WORK] CONTROL TYPE: FLAGGING, TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 30 MPH MFP20004712 TCP 4 5604 2411 5625 56085602 0 9846148TH AVE SENE 26TH ST DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLP V R25'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW W3-4 W20-7a FLAGGER WTW20-1 W3-4 W20-7a FLAGGER W20-1 W3-4 W20-7a FLAGGE R W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 26TH ST & 148TH AVE SE RENTON, WA 98059 TCP 4 4 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: FLAGGING, TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 30 MPH MFP20004712 5625 5512 5608 5602 0 NE 26TH ST DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP V V VV R25'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW W20-1 W21-5 W20-1 WTWTN OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 26TH ST RENTON, WA 98059 TCP 5 5 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 NE 26TH STDRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAY EOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPV VV ROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW W21-5 W20-1 W20-1 WTWT N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 26TH ST RENTON, WA 98059 TCP 6 6 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 2400 2508 2401 2406 5404 2502 5516LYONS AVE NEDRIVE W A Y DRIVEWAY DRIVEWAY DRIVEWAY DRI V E W A Y DRIVE W A Y DRIVEWAYEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW WTW20-1 V V WTWTW21-5 W20-1 W21-5 W20-1 W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C LYONS AVE NE RENTON, WA 98059 TCP 7 7 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ***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. 25 MPH MFP20004712 2303 2218 2205 5504 2208 5321 2302 2217 2106 2212 5401 2211 5510 5320 2202 NE 23R D C T LYONS AVE NE NE 22ND CT LYONS AVE NEDRIVEWAY DRIVEWAY DRIVEW A Y DRIVE W A Y DRIVEW A Y DRIVEW A Y DRIVEWAY DRIVEWAY DRIVEWA YDRIVEWAY DR IVEWAY DRIVEWAY DRIVEWAYEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EO P EOPEOPEOPEOPEOP EOPDRIVEWAY DRIVEWAY DRIVEW A Y EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPP V V VROWROWROWROWROWROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROWROWROW ROW ROWROWROWROWROW ROWROWROWROW ROW ROWROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROWROW ROW ROWROWROWROWROWROW ROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWRO W ROW ROW ROW ROW ROWROW W20-1 WTWTWTW21-5 W20-1 W20-1 W20-1 W21-5 W20-1 W20-1 W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C LYONS AVE NE & 23ST CT RENTON, WA 98059 TCP 8 8 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 10411 5315 2009 5505 5504 5303 5321 2003 5309 5501 0 10419 10415 145TH PL SE NE 21ST CT LYONS AVE NELYONS AVE NEDRIVEWAYDRIVEWAYDRIVEWAYDRIVEW A Y DRIVEWAY DRIVEWAYDRIVE W A YDRIVEWAYDRIVEWAY EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP V V V V 10411 5302 ROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW RO W ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROW ROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROW ROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW W20-1 WT WTW21-5 W20-1 WT W21-5 W20-1W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C LYONS AVE NE & 21ST CT RENTON, WA 98059 TCP 9 9 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 2009 5504 5321 5501 NE 21ST CTLYONS AVE NEDRIVEWAYDRIV E W A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVE W A Y EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWR OW ROW ROW ROW ROW ROWROW RO W ROWROWROW ROW RO W RO W ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWW20-1 WTV W20-1 W20-1 W20-1 V N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 21ST CT & ILWACO AVE NE RENTON, WA 98059 TCP 10 10 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 10411 2050 1912 5185 5180 1904 5163 1907 5170 1908 5179 ILWACO AVE NENE 20TH PL HOQUIAM PL NEDRIVEWAYD R I V EW A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAY DRIVE W A Y DRIV E W A Y EOPEOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP P V 10411 2050 5185 1906 19125179 5170 1908 1907 5163 5180 1904 NE 20TH PL EOPEOPEOPEOP EOP EOPEOPEOPEOPDRIVEWAYDRIVEWAYDRIVEWAYDRIVE W A Y DRIV E W A Y P P V V ROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRO W ROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROW ROWROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWROWROW W21-5 WT W20-1 W20-1 WTW21-5 W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 20TH PL & ILWACCO AVE NE RENTON, WA 98059 TCP 11 11 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 10411 1830 1904 1907 1908 1903 ILWACO AVE NEHOQUIAM PL NED R I V EW A Y DRIVEWAY DRIVEWAY DRIVEW A Y DRIVEWAY DRIVE W A Y DRIVE W A Y EOP10411 1830 1822 1825 1819 1906 1810 1903 1902 1902 1826 1806 1908 1821 1907 1816 1904 1818HOQUIAM PL NEEOPEOPEOPEOP EOPEOPEOPEOPEOPDRIVE W A Y DRIVEWAY DRIV E W A Y DRIVEWAY DRIVEWAY EOPEOP EOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWRO W ROWROWROWROW RO W ROW ROW ROW ROWROW ROW ROWROWDRIVEWAY DRIVE W A Y DRIVE W A Y DRIVEWAY DR I V E W A Y DRIVEWAY DRIVE W A Y DRIVEWAY W21-5 WTW20-1 W20-1 V P V N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C ILWACO AVE NW RENTON, WA 98059 TCP 12 12 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 1822 5108 1819 1806 1810 5202 1814 1826 1806 1821 5104 1815 1810 1802 1818HOQUIAM PL NEILWACO AVE NEEOPDRIVEWAY EOP EOPEOPEOPEOPEOPEOPEOPE O P EOP EOPEOPEOPEOPEOPEOPEOPE O P EOPEOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROW ROW ROWROWROWROWROWROWROWR OW ROW DRIVE W A Y DRIVEWAY D R I V EW A Y DRIVEWAYDRIV E W A Y DRIVEWAY DRIVEWAY W21-5WTW20-1 W20-1 P N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C ILWACO AVE NE RENTON, WA 98059 TCP 13 13 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 EOP EOP EOP EOP EOP 5113 5105 1909 5109 NE 20TH PLEOPEOP EOPEOPEOP EOP EOP EOP EOP DRIVEWAYDRIVEWAYDRIVEWAYV P P RO W ROWROWROWROWROWROWROWROWROW ROWROWROW ROWROWRO W ROW ROW ROW ROW ROW ROW ROW ROW W21-5 WT W20-1 W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C NE 20TH PL RENTON, WA 98059 TCP 14 14 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 1839 1910 1834 1906 1903 1902 4905 FIELD AVE NE FI E L D P L N E EOPEOPEOPEOPEOPEOP EOP EOP EOP D R I V EW A Y D R I V EW A Y D R I V E W A Y D R I V EW A Y P ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROW ROW ROW ROW ROW ROW ROWROWWT W20-1 R O W R O W ROW ROW ROW ROW ROWROWEOPEOPEOPEOPEOPEOPR O W R O W ROW ROW ROWEO P W21-5 W20-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C FIELD AVE NE & FEILD AVE PL RENTON, WA 98059 TCP 15 15 15 10/05/2020 JBL NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [UNDERGROUND ] CONTROL TYPE: SHOULDER WORK TWO-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 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 ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. 25 MPH MFP20004712 © 2020 Microsoft Corporation © 2020 HERE © 2020 Microsoft Corporation © 2020 HERE © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS © 2020 HERE THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES CONTACTS: PROJECT MAP: BUSINESS/JOB NAME POC: Property Mgt: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -OVERVIEW 5-9 -DESIGN - 144CT FIBER AT 4,791 FT PLUS 20% =5,750 FT *ALL FOOTAGES AND MATERIALS ARE ESTIMATED SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (2)= TOTAL FOOTAGE = 1018 FT. 0 FT. 0 FT. 3723 FT. 50 FT. 4791 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 =4791 FT. FIBER (FIBER SYSTEM MAY BE DIRECT BURY) - AT THE INTERSECTION OF SE MAY VALLEY RD & LYONS AVE NE, TIE INTO SP.WABV.0078 T19S.1A(SE342405) WITH 144CT FIBER, ON STRAND NEAR PSE POLE #319133-167659 AND PLACE 200 FT STORAGE AT THE RISER. - OVER-LASH 144CT FIBER ON EXISTING STRAND FOR THE NEXT FIVE SPANS AS DESIGNED AND LEAVE 200 FT STORAGE AT THE RISER. - PSE POLE #319040-167650, LEAVE 144CT SHEATH 200' STORAGE AT RISER, PROOF & PULL (1) 144CT FIBER DOWN THROUGH RISER TO EXISTING STUB. - PLACE 200' STORAGE EVERY 1500'. - PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT COAX - REPLACE MINI BRIDGER WITH NEW NODE & 2WAY WITH DC12, TERM RE-TAP, RE-BALANCE ACTIVES, ADD POWER INVERTER, REMOVE POWER BRIDGE, SPLICE AS SHOWN. 148TH AVE SE & NE 26TH STREET NODE SPLIT, RENTON, WA CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST COMCAST COMMUNICATION Danny Cooley - (253-686-7592 - danny_coolie@cable.comcast.com WORK AREA FIBER RUN NODE SPLIT PC# 580000 JB# 0000386342 RENTON, WA 98059 CANNON COMPANIES Nate Pinson - (425)-941-7820 - npinson@cannonconstructioninc.com WORK AREA COAX RUN MFP20004712 OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 GENERAL NOTES 2 9 10/05/2020 JBL NP COMCAST MFP20004712 COMCAST 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 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 GENERAL NOTES 3 9 10/05/2020 JBL NP MFP20004712 © 2020 Microsoft Corporation © 2020 HERE © 2020 Microsoft Corporation © 2020 HERE © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS © 2020 HERE P P P P P VV V V V V V V V V V V V R25'205'273'188'264'38' 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct 144ct R25'V V V 144ct 5' 144ct V V V P PPP P PV V V 64' 349'60'19' 434'128'218'177'32'234'65'213'227'224'266'198'109'366'113'38'60'124' FIRST POLE IN RUN, LEAVE 144CT SHEATH 200' STORAGE AT RISER OVER-LASH WITH (1) 144CT FIBER LAST POLE IN RUN LEAVE 144CT SHEATH 200' STORAGE AT RISER PLACE 144CT SHEATH 200' STORAGE EVERY 1500' PLACE 144CT SHEATH 200' STORAGE EVERY 1500' PLACE NODE & SPLICE HERE PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT TIE INTO EXISTING SPLICE CASE SP.WABV.0083 COAX SPLICE LOCATION COAX SPLICE LOCATION COAX SPLICE LOCATION COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 OVERVIEW 4 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 9523 148TH AVE SESE M A Y V A L L E Y R D SE M A Y V A L L E Y R D EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL205'273'188'R25' V 5'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW RO W ROW ROW ROW ROW ROW ROW ROW RO W ROW ROW RO W ROW ROW ROW RO W ROW ROW ROW RO W ROW ROW ROW RO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW RO W ROW ROW ROW RO W ROW ROW ROW RO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW LEAVE 144CT SHEATH 200' STORAGE AT RISER. PULL (1) 144 CT FIBER THROUGH EXISTING RISER TIE INTO EXISTING SPLICE CASE SP.WABV.0083 OVER-LASH WITH (1) 144CT FIBER *PLACE 144CT SHEATH 200' STORAGE EVERY 1500' COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 DESIGN 5 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 5601 2357 5604 2405 2411 5625 5512 2508 2401 5608 2406 5506 5602 2502 5500 0 5516 5601 9846 5615 148TH AVE SELYONS AVE NENE 26TH ST NE 24TH ST DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY D R I V E W A Y D R I V EW A Y DRIVEW A Y DRIVEWAY DRIVEWAY DRIVEWAY DRIV E W A Y DRIVEW A Y EOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLP P V V V V V V R25'264'38' 349'60'434'128'218'177'60'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROWROW ROW ROW ROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW LAST POLE IN RUN LEAVE 144CT SHEATH 200' STORAGE AT RISER *PLACE 144CT SHEATH 200' STORAGE EVERY 1500' 200' STORAGE EVERY 1500' PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT 19' 64' COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 DESIGN 6 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 2303 2218 2400 5313 2205 2208 2302 2217 5505 5326 2212 5405 2310 2211 5502 5320 2202 NE 2 4 T H C T NE 24TH CT NE 23R D C T LYONS AVE NELYONS AVE NENE 22ND CT DRI V E W A YDRIVEWAY DRIVEWAYDRIVE W A Y DRIVEWA Y DRIVEWAY DRIVEWAY DRIVEW A Y DRIVEW A Y DRIVEW A Y DRIVEW A Y DRIVEWAY DRIVEWAY DRIVEWAY D R IVEW A Y DRIVEWAYEOPEOPEOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEO P EO P EOPEOPDRIVEWAY DRIVEW A Y EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPP P V V V32'234'65'213'227'ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROW ROW RO W ROW ROWROW ROWROW ROWROW ROWROW ROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWRO W ROWRO W ROW RO W ROWROW ROWROWROWROWROWROWROWROWROW ROW ROWROWROWROW ROW ROW ROW ROW ROW *PLACE 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 DESIGN 7 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 10403 10423 5315 2009 5505 5504 5303 5321 2003 5511 2106 5309 5401 5501 5510 0 10419 10415 145TH PL SE NE 21ST CT LYONS AVE NELYONS AVE NEDRIVEWAY D R IVEW A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVE W A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAY DRIV E WAY DRIVEW A YDRIVEWAY EOP EOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOPEOPEOPDRIVEWAY EOPEOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP V V V V V 124'ROW ROWROW ROW ROW ROW ROW ROW ROW ROWRO W ROW ROW ROW ROW ROWRO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROWROW ROW ROW RO W ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWRO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW *PLACE 144CT SHEATH 200' STORAGE EVERY 1500' 200' STORAGE EVERY 1500' PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT 366'109'198'266'224'COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 DESIGN 8 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 10411 2050 1830 5160 1912 5185 5180 1904 5163 1907 5170 1908 1903 5179 ILWACO AVE NENE 20TH PL HOQUIAM PL NEDRIVEWAY D R I V EW A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAY DRIVEWA Y DRIVEWAY DRIVEW A Y DRIVE W A Y EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EO P EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP P V 10411 5302 2050 2063 1830 1917 5113 4922 2064 5006 1825 1922 5116 5185 1910 5140 1906 5160 1912 0 0 2059 5012 1903 1918 5007 1902 5179 1906 5020 5150 1902 1828 2067 1923 2062 5170 1908 2008 5000 5105 2061 5112 1907 1914 1909 5163 2009 5154 1816 2060 5180 1904 4906 5112 5109 HOQUIAM PL NEHOQUIAM AVE NENE 19TH ST NE 20TH PL ILWACO AVE NEILWACO AVE NENE 20TH PL FIELD AV E NE EO PEOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOPEOP EOP EOPEOPEOPEOP EOPEOP EOP EOPEOPDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVE W A Y DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAY DR I V EWAYDRIVEWAYDRIV EW A Y DR I V EW A Y D R I V E W A Y D R I V EW A Y DRIVEWAYDRIVEW A Y DRIVEWAY DRIVE W A Y DRIVEWAY DRIVEWAY DRIVEWAY V P V 113'38'EOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROW ROW ROW ROW ROWROW ROW ROW ROWRO W ROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROW ROW ROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW RO WROWROWROWROWROWROWROW ROW ROWROWROWROWROWROW ROWROWROWROW ROWROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW DRIVEW A Y DRIVEWAY 200' STORAGE EVERY 1500' PLACE NODE & SPLICE HERE 200' STORAGE EVERY 1500' *PLACE 144CT SHEATH 200' STORAGE EVERY 1500' COAX SPLICE LOCATION COAX SPLICE LOCATION COAX SPLICE LOCATION ROW ROWROW PROOF & PULL (1) 144 CT FIBER THROUGH EXISTING CONDUIT V COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000386342WARNTNH07600 2X2 OFF RN04C SE MAY VALLEY RD & 148TH AVE SE RENTON, WA 98059 DESIGN 9 9 10/05/2020 JBL NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004712 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 11/6/2020 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for 0000386342 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 OVER-LASH 144CT FIBER ON EXISTING STRAND FOR THE NEXT FIVE SPANS AS DESIGNED AND LEAVE 200 FT STORAGE AT THE RISER. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level MFP20004712 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 November 16, 2020 Rhonda Resnik Comcast Cable Communications, INC. 410 Valley Ave NW Suite 12 Bldg C Sumner, WA 98390 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#386342, MFP20004412, 2615 Nile Avenue NE) 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 968 lineal feet of new 144ct fiber to existing Puget Sound Energy (PSE) poles beginning at the pole located to the south of property 14716 SE May Valley RD. Overlashing continues south along the east side of 148th Ave SE for 968 lineal feet before ending at the pole to the east of property 5625 NE 26th St. 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#386342 Page 2 of 2 November 16, 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, November 30, 2020. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Terri Coe, Cannon tcoe@cannonconstructioninc.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20004712 Engineering 1 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. 2 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”. 3 Engineering General Conditions Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 4 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. Page 1 of 1