Loading...
HomeMy WebLinkAboutMFP20003971.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20003971 IVR Number: 20003971 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:09/03/2020Application Date:8645530350Parcel Number: 1517 NEWPORT CT SE Permit Type:09/25/2020Issue Date:Franchise Permit Work Class:09/25/2021Expiration Date:Major Utility Job Number: 346171Franchise Type:Cable Description: Comcast to place node and splice. proof and pull (1) 96ct fiber through existing conduit. Overlash (1) 96ct fiber on existing aerial strand. Tie into existing splice case. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Shannon Heaton Cannon Construction Applicant Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Contact 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 MFP20003971 Scott Warlick 9/22/2020 RESTORATION PER CITY OF RENTON STANDARDS 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 Justin Johnson 9/22/2020 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 MFP20003971 Scott Warlick CED 9/22/2020 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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 R2-1NEWPORT CT SEINDEX AVE SE WT W20-1W21-5 W20-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 1 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 R2-1MONROE CT SEINDEX AVE SE WT W20-1W21-5 W20-1 W20-1 MONROE AVE SER2-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 2 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R2-1 WT W20-1W21-5 W20-1 INDEX AVE SE N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 3 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPR2-1 R2-1 HARRINGTON AVE SEINDEX AVE SE WT W20-1W21-5 W20-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 4 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 WT W20-1 W21-5 W20-1 HARRINGTON AVE SE N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 5 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: SHOULDER CLOSURE 3-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. MFP20003971 EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP HARRINGTON AVE SE LAKE YOUNGS WAY SE W20-1 W21-5 WTWTR2-1 R2-1 R2-1 W20-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 6 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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.SE 16TH STMFP20003971 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R2-1 WT W20-1W21-5 W20-1 SE 16TH ST N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 7 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPR2-1 R2-1 GLENWOOD AVE SESE 16TH ST WT W20-1W21-5 W20-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 8 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 R2-1FERNDALE AVE SEWT W20-1W21-5 W20-1 W20-1 FERNDALE AVE SER2-1 W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 9 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. SE 16TH ST MFP20003971 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 R2-1SE 16TH STBEACON WAY SE WT W20-1W21-5 W20-1 W20-1 SE 16TH STR2-1 W20-1 BEACON WAY SE N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 10 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 116TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFL FL S P U G E T D R WTW20-1 W21-5WTW20-1 W20-1 R2-1 R2-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 11 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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.ROYAL HILLS DR SEMFP20003971 SE 1 6 T H S T EDMON DS W A Y S E116TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EOPEOPEOPEOPEOPEO PEOPEOPEOPEOPEOPWT R2-1 R2-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W20-1 W3-4 W20-7a W20-4 W20-1 W3-4 W20-7a W20-4 FLAGGERFLAGGERW20-1 W3-4 W20-7a W20-1 W3-4 W20-7aFLAGGERFLAGGER N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 12 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. * WILL NEED TO COORDINATE WITH KING COUNTY METRO DURING TIME OF CONSTRUCTION MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 WTW20-1 W21-5 W20-1 116TH AVE SEPARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 13 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW-119WT116TH AVE SEW20-1 W3-4 W20-7a W20-4FLAGGERW20-1 W3-4 W20-7a W20-4 FLAGGERR2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 14 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP R2-1 SE 157TH ST 116TH AVE SEWTW20-1 W21-5 W20-1 W20-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 15 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 SE 20TH PL 116TH AVE SEWTW20-1 W21-5 W20-1 W20-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 16 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. * WILL NEED TO COORDINATE WITH KING COUNTY METRO DURING TIME OF CONSTRUCTION MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP R2-1 SE 160TH ST 116TH AVE SEWTW20-1 W21-5 W20-1 W20-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 17 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. * WILL NEED TO COORDINATE WITH KING COUNTY METRO DURING TIME OF CONSTRUCTION MFP20003971 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPFL FLFL FLFLFL FLFLFL FLFLFLFLFL FLFLFL FLFLFL FLFL FLFLFL FLFLFL FLFLFLFLFL FLFL FLFLFLFLFL FLFLFL FLFLFLFLFL FLFLFL FLFLFL FLFL FLFLFL FLFLFL FLFLFLFLFL FLFLFL FLFLFL FLFL FLFLFL FLFLFL FLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 R2-1 R2-1 116TH AVE SESE 160TH ST W20-1 W3-4 W20-7a W20-4 FLAGGERWTW20-1 W3-4 W20-7a W20-4WTW-119 FLAGGERW-119 W20-1 FLAGGERW20-1 W3-4 W20-7a PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 18 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 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. SE 16TH PL MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPWT116TH AVE SEW20-1 W21-5 W20-1 R2-1PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 19 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW-119 WT116TH AVE SEW20-1 W3-4 W20-7a W20-4 FLAGGERW20-1 W3-4 W20-7a W20-4FLAGGERR2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 20 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 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. MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPW-119 WT116TH AVE SEW20-1 W3-4 W20-7a W20-4 FLAGGERW20-1 W3-4 W20-7a W20-4FLAGGERFLAGGERW20-1 W3-4 W20-7a R2-1 R2-1 SE 162ND ST PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 21 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 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. MFP20003971 EOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW-119 WT116TH AVE SEW20-1 W3-4 W20-7a W20-4 FLAGGERW20-1 W3-4 W20-7a W20-4FLAGGERR2-1 SE 163RD STFLAGGER W20-1W3-4W20-7a R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 22 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 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. MFP20003971 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP R2-1 R2-1 R2-1 SE 164TH ST SE 164TH ST116TH AVE SE116TH AVE SEWTW20-1 W3-4 W20-7a W20-4 FLAGGERFLAGGERFLAGGERFLAGGERW20-1 W3-4 W20-7a W20-4 W20-1W3-4W20-7a W20-1 W3-4 W20-7a R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 23 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 4-WAY INTERSECTION 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. * WILL NEED TO COORDINATE WITH KING COUNTY METRO DURING TIME OF CONSTRUCTION MFP20003971 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLR2-1 WT W20-1 W4-2RW20-5R W20-1 SE 168TH ST N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 TCP 24 24 8/13/2020 AH NP ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (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 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 [UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 4-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. *SPLICING TCP MFP20003971 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -OVERVIEW 5-13 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 96 CT FIBER: 7217 FT + 20% STORAGE = 8661 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 (1)= TOTAL FOOTAGE = 0 FT. 3695 FT. 0 FT. 3497 FT. 25 FT. 7217 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 =7217 FT. -PLACE NODE AND SPLICE -PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT -OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND -TIE IN TO EXISTING SPLICE CASE T236S.10A (SP.WABU.1100) CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST SE 164TH ST & 116TH AVE SE RENTON, WA 98058 WARNTNH07400 2X2 OFF RN16B JB0000346171 NODE SPLIT CANNON COMPANIES Nate Pinson - (425)-941-7820 - npinson@cannonconstructioninc.com COMCAST COMMUNICATION Kyle Kinney - (253)-235-7016 - Kyle_Kinney@cable.comcast.com MFP20003971 N 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 COMCAST SPLICE CASE OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 LEGEND 2 13 8/13/2020 AH NP MFP20003971 GENERAL NOTES STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 GENERAL NOTES 3 13 8/13/2020 AH NP MFP20003971 © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 OVERVIEW 4 13 8/13/2020 AH NP COMCAST PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT (TYPICAL) PLACE NODE AND SPLICE HEREOVERLASH (1) 96CT ON EXISTING AERIAL STRAND (TYPICAL) SPLICE AT EXISTING SPLICE CASE SP.WAKV.0748 AND PLACE NEW MID-SHEATH SPLICE CASE TIE IN TO EXISTING SPLICE CASE T236S.10A (SP.WABU.1109) PROOF AND PULL (1) 96CT THROUGH EXISTING RISER MFP20003971 1657 1511 0 1679 1656 1403 1667 1642 1666 1651 1649 1632 1654 1637 1655 1660 1678 3307 1664 1413 1675 1674 1652 1410 1661 1638 1662 1652 1645 1650 1661 1633 1660 1407 1664 1672 1517 1671 1680 1646 1650 1655 1634 1658 1651 1641 1656 1629 1665 3313 1668 1668 1517 SE 16TH PLMONROE AVE SENEWPORT CT SEMONROE AVE SELAKE Y O U N G S W A Y S E IND E X A V E S EEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EO P EO P EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOPEOPEOP EOP EOPEOPEO PEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOPEOPKIRKLA N D CT SE EOPEOPEOPEOPEOPEO P EO P EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPV V V V V 306' 228'121' 24 2 ' 277' PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT (TYPICAL) V PLACE NODE AND SPLICE HERE N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 5 13 8/13/2020 AH NP COMCAST MFP20003971 0 1637 1623 2810 2806 1642 1611 1611 2803 1604 1614 1620 1616 1608 1626 1625 2709 1612 1638 1631 1619 1636 2802 1646 1607 1508 1609 1606 1628 1608 1616 1605 1618 1603 1616 1641 1627 1505 1606 1630 1621 1424 1640 1615 2807 1600 1607 1624 1612 1610 1622 1612 1601 1623 1634 1617 JEFFERSON CT SEIND E X C T S E LAKE Y O U N G S W A Y S E SE 16 T H S T HARRI N G T O N A V E S E L A K E YO UNG S WAY S E IN D E X A V E S E EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EO P EO P EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOPEOP EO P EO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EO P EO P EO P EOP EOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EOP EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEO P EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP V V V V V 222'220'254' 37 5 '69'182' PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 6 13 8/13/2020 AH NP COMCAST MFP20003971 0 2617 1509 1508 1506 2548 1605 2616 2621 2704 1609 1604 1433 2633 2609 1500 1514 1508 1525 1601 2614 2615 2549 2640 2712 1607 2625 2709 1502 2542 2508 2601 1512 1517 2601 2624 1613 1602 2543 1409 2720 1603 2701 2707 SE 1 6T H S T LAKE Y O U N G S C T S E F E RN D A L E A V E S E SE R OY AL HILL S D R L A K E YO UN G S WAY S E SE 1 6 T H S T GL E NWOO D A V E S E SE 16TH ST SE 16 T H S T B E A CON W A Y S E F E R N D A L E A V E S E 116TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EO P EO P EO P EO P EOP EO P EOPEOPEOP EOP EOP EOP EO P EOP EO P EO P EO P EO P EOP EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEO P EOP EOPEOPEOPEOPEOPEOP EOPEOPEO P EO P EOP EOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EOP EO P EOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EO P EO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP FLFL V V V V 171' 285'284' V 2 5 1 '10'185'170'PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT (TYPICAL) R 25' PROOF AND PULL (1) 96CT THROUGH EXISTING RISER OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE 3127297-166584 SECONDARY 26 9 N/A STREET LIGHT 26 2 N/A TELCO #1 25 8 N/A TELCO #2 25 5 N/A TELCO #3 24 2 N/A COMCAST #1 20 9 N/A COMM #1 19 4 N/A N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE 317284-166578 NEUTRAL 28 8 N/A SECONDARY 27 8 N/A STREETLIGHT DRIP 26 11 N/A COMM #1 23 3 N/A COMCAST #1 Metal Arm 22 6 N/A COMM #2 20 8 N/A N N N N N N 1 2 S P U G E T D R N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 7 13 8/13/2020 AH NP COMCAST 3 MFP20003971 0 0 0 0 15509 15509 15509 2509 1700 1724 1717 15602 1808 2600 1633 1608 1632 1609 1616 1708 1732 1725 15518 1701 1616 1816 1640 1607 1624 1716 1709 1800 2604 15512 1624 1700 SE E D M O N D S C T EDMO ND S W A Y SE116TH AVE SEB E ACON W A Y S E EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EO P EO P EO P EO P EOP EO P EO P EOP EO P EO P EO P EO P EOP EO P EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EOP EO P EO P EO P EO P EOP EO P EO P EO P EO P EOP EO P EO P EOPEOPEOPEOPEOP EOP EO P EO P EO PEOPEOPEOPEOPEOP192'208'178'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE 317268-166577 NEUTRAL 26 7 N/A STREET LIGHT 26 3 N/A SECONDARY 25 10 N/A COMM #1 23 10 N/A COMCAST #1 22 7 N/A COMM #2 21 5 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE 317252-166577 SECONDARY 27 8 N/A NEUTRAL 27 8 N/A STREET LIGHT 24 9 N/A COMM #1 22 7 N/A COMCAST #1 21 9 N/A COMM #2 19 7 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 317277-166577 NEUTRAL 28 1 N/A SECONDARY 26 11 N/A COMM #1 23 3 N/A COMCAST #1 22 4 N/A COMM #2 21 1 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 317208-166530 NEUTRAL 24 10 N/A SECONDARY 22 10 N/A STREET LIGHT 22 4 N/A COMM #1 21 6 N/A COMCAST #1 20 7 N/A COMM #2 19 4 N/A N N N N N N 3 4 5 6 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 8 13 8/13/2020 AH NP COMCAST MFP20003971 0 0 1918 15620 11722 15702 11745 11702 11604 2605 2409 2408 15711 11731 1817 1906 15702 15718 11716 15614 11618 11717 2524 15719 2609 15718 2401 2416 1825 1912 11730 15710 11756 11710 11612 15610 15703 11723 2525 1921 2400 1809 2424 15710 SE 157TH ST SE 19TH ST E DMO N D S W A Y S E 117TH AVE SE116TH AVE SE118TH AVE SEEDMONDS DR SEEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EO P EO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFL FL143'73'114'140'140'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE 317185-166580 NEUTRAL 29 11 N/A SECONDARY 26 5 N/A COMM #1 24 3 N/A COMCAST #1 Fiber Arm 23 0 N/A COMM #2 Wood Arm 21 0 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 317175-166580 STREET LIGHT 29 5 N/A SECONDARY 28 11 N/A COMM #1 22 11 N/A COMCAST #2 22 1 N/A COMCAST #1 22 1 N/A COMM #2 21 0 N/A COMM #3 20 2 N/A N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE 317195-166580 NEUTRAL 28 3 N/A SECONDARY 26 11 N/A COMM #1 21 0 N/A COMCAST #1 19 10 N/A COMM #2 18 9 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE 317160-166579 SECONDARY 22 8 N/A COMM #1 20 2 N/A COMCAST #1 19 1 N/A COMM #2 18 1 N/A N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE 317146-166578 SECONDARY 26 8 N/A STREET LIGHT 25 11 N/A COMM #1 20 3 N/A COMCAST #1 19 1 N/A COMM #2 17 11 N/A N N N N N 7 8 9 10 11 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 9 13 8/13/2020 AH NP COMCAST 2 #1 MFP20003971 0 0 0 2006 15751 11710 15726 15775 15774 2016 2018 15774 15860 15851 2007 2405 15750 15865 15726 15783 15742 15735 15795 2012 2004 15759 11700 15783 15868 11755 15766 15856 2316 2019 15855 2001 2020 15742 15758 2401 15787 15743 15734 2010 15767 15782 15864 11765 15782 15758 15859 2409 2402 2013 15734 15727 15750 15791 2315 SE 160TH ST 118TH A V E S E SE 21ST ST 117TH AVE SESE 20TH PL S E 1 5 8 T H P L 116TH AVE SEEDMONDS DR SEEOPEO P EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEO P EO P EO P EO P EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP141'143'145'154'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 317118-166577 NEUTRAL 27 2 N/A STREET LIGHT 26 1 N/A COMM #1 19 10 N/A COMCAST #1 18 6 N/A COMM #2 17 1 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE 317312-166578 STREET LIGHT 26 1 N/A SECONDARY 24 9 N/A COMM #1 20 9 N/A COMCAST #1 19 9 N/A COMM #2 19 0 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 317103-166577 SECONDARY 23 8 N/A COMM #1 22 0 N/A COMCAST #1 21 3 N/A COMM #2 20 0 N/A N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 317089-166576 SECONDARY 28 4 N/A COMM #1 Fiber Arm 23 7 N/A COMCAST #1 22 4 N/A COMM #2 Wood Arm 21 2 N/A N N N N 12 13 14 15 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 10 13 8/13/2020 AH NP COMCAST MFP20003971 0 0 0 0 11719 11710 11703 16012 11853 11525 11715 16015 11615 16004 11505 15794 11725 15799 16011 11711 16020 11515 116TH AVE SESE 160TH PL S E 1 6 0 T H S T SE 160TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEO P EOP EOPEOPEOPEOPFLFLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOP205'139'138'62'153'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:20 PSE 317019-166571 NEUTRAL 27 3 N/A SECONDARY 26 5 N/A COMM #1 23 0 N/A COMCAST #1 Fiber Arm 23 0 N/A COMM #2 22 5 N/A COMM #3 20 10 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 317068-166576 SECONDARY 23 1 N/A COMM #1 22 5 N/A COMCAST #1 21 7 N/A COMM #2 20 9 N/A N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 317054-166575 SECONDARY 26 7 N/A COMM #1 26 4 N/A COMCAST #1 24 3 N/A COMM #2 23 3 N/A STREET LIGHT 19 8 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:18 PSE 317041-166572 NEUTRAL 27 10 N/A STREET LIGHT 26 10 N/A COMM #1 24 6 N/A COMM #2 23 10 N/A COMCAST #1 23 1 N/A COMM #3 Wood Arm 22 4 N/A COMM #4 21 5 N/A N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:19 PSE SECONDARY 26 9 N/A COMM #1 22 4 N/A COMM #2 21 10 N/A COMCAST #1 20 9 N/A N N N N 16 17 18 19 20 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 11 13 8/13/2020 AH NP COMCAST 317035-166572 MFP20003971 16211 11457 0 11446 0 16022 11660 1163811618 16045 11453 11652 16229 11632 11461 11610 11445 11668 11644 11626 11602 16235 116TH AVE SESE 162ND ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL128'90'179'173'109'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:21 PSE 317005-166571 SECONDARY 28 7 N/A STREET LIGHT 28 4 N/A COMM #1 22 5 N/A COMM #2 20 3 N/A COMCAST #1 19 4 N/A COMM #3 18 0 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:22 PSE 316998-166571 SECONDARY 29 8 N/A STREET LIGHT 29 4 N/A COMM #1 27 0 N/A COMM #2 26 4 N/A COMCAST #1 25 2 N/A COMM #3 24 6 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:23 PSE 316998-166567 COMM #1 24 10 N/A COMM #2 22 10 N/A COMCAST #1 21 9 N/A COMM #3 20 9 N/A STREET LIGHT 19 1 N/A N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:24 PSE 316963-166570 SECONDARY 31 9 N/A COMM #1 23 7 N/A COMM #2 22 10 N/A COMCAST #1 21 9 N/A COMM #3 20 5 N/A N N N N N 21 22 23 24 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 12 13 8/13/2020 AH NP COMCAST MFP20003971 11442 0 0 16407 11668 11443 11639 11647 11700 11504 11621 11720 11454 16425 11659 11600 16422 11637 11632 11617 11652 11645 11635 11704 11512 11618 11805 16410 11613 11804 1165111631 11638 11632 11611 11660 16301 11460 16413 11455 11627 11655 11714 11520 11456 11667 11603 16416 11444 11603 11643 11626 11625 11644 SE 163RD ST 116TH AVE SESE 164TH ST SE 164TH ST 116TH AVE SESE 165TH ST EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL193'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) SPLICE AT EXISTING SPLICE CASE SP.WAKV.0748 AND PLACE NEW MID-SHEATH SPLICE CASE OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:25 PSE 316969-166566 SECONDARY 27 5 N/A STREET LIGHT 25 9 N/A COMM #1 24 0 N/A COMM #2 23 1 N/A COMCAST #1 22 1 N/A COMM #3 20 8 N/A N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:26 PSE 316933-166569 SECONDARY 30 5 N/A STREET LIGHT 27 6 N/A COMM #1 25 10 N/A COMM #3 24 11 N/A COMCAST #1 24 2 N/A COMM #2 21 9 N/A N N N N N N 25 26 N OF DATE REVISION BY QC CANNON COMPANIES 0000346171WARNTNH07400 SE 168TH ST & 116TH AVE SE RENTON, WA 98058 DESIGN 13 13 8/13/2020 AH NP COMCAST 2 3 MFP20003971 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 0000346171, MFP20003971 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 PLACE NODE AND SPLICE. PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT, OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND. TIE IN TO EXISTING SPLICE CASE T236S.10A (SP.WABU.1100) Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Rhonda Resnik. Thank you for your consideration in this matter. Rhonda Resnik Permit Coordinator Comcast Cable Communications Management o 253-864-4246 | e Rhonda_Resnik@comcast.com September 25, 2020 Rhonda Resnik Comcast Cable Communications Management 410 Valley Ave NW Puyallup, WA 98371 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#346171, MFP20003971, 1517 Newport Ct SE) 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 3,695 lineal feet of new 96ct fiber to existing Puget Sound Energy (PSE) poles. Beginning at the pole located to the west of property 1508 Beacon Way SE, continuing south for 2,470 lineal feet along the east side of 116th Ave SE. The Aerial path then crosses over 116th to the west side of the road at SE 160th St and continues south for 1,225 lineal feet ending at the pole to the south east of 11460 SE 164th St 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#346171 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 Shannon Heaton, Comcast sheaton@cannonconstructioninc.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20003971 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 abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 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”. 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