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HomeMy WebLinkAboutMFP20004633.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20004633 IVR Number: 20004633 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:10/06/2020Application Date:7227501545Parcel Number: 675 EDMONDS AVE NE Permit Type:11/30/2020Issue Date:Franchise Permit Work Class:11/30/2021Expiration Date:Major Utility Job Number: 344182Franchise Type:Cable Description: Comcast to tie in and overlash 96ct fiber on existing strand for 13,250 ft. Proof and pull (1) 96ct fiber trough existing conduit for 3,817 ft. 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) 864-4246Applicant 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 MFP20004633 Scott Warlick 11/17/2020 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering MFP20004633 Scott Warlick CED 11/17/2020 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTEDMONDS AVE NEW20-1 W21-5 W20-1 R2-1 74' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 1 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEDMONDS AVE NENE 7TH STEDMONDS AVE NENE 7TH ST WTW20-1 W21-5 W20-1 W20-1 R2-1 R2-1 W20-1 48' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 2 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEDMONDS AVE NENE 9TH STEDMONDS AVE NENE 9TH ST WTW20-1 W21-5 W20-1 W20-1 R2-1 R2-1 W20-1 48' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 3 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTEDMONDS AVE NEW20-1 W21-5 W20-1 NE 9TH PLPARKING AREA68' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W20-1 R2-1 R2-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 4 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTEDMONDS AVE NEW20-1 W21-5 W20-1 NE 10TH ST W20-1 R2-1 R2-1 74' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 5 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTEDMONDS AVE NEW20-1 W21-5 W20-1 NE 10TH PL W20-1 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 6 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EDMONDS AVE NEN E S U N S E T B L V D EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EOP EO P N E S U N S E T B L V DEDMONDS AVE NEW T W20-1 W4-2R W20-5R W20-1 W4-2R W20-5R W20-1 W20-1 R2-1 R2-1 R2-1 VAULT ACCESS FROM PRIVATE PROPERTY. NO TCP N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 7 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTEDMONDS AVE NEW20-1 W21-5 W20-1 DRIVEWAY K-9622 K-9622 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 8 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STEDMONDS AVE NENE 12TH ST WTEDMONDS AVE NEW20-1 W20-1 W20-1 W20-1 W21-5 R2-1 R2-1 74' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 9 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 12TH ST WT W20-1W3-4W20-7a FLAGGERW20-1 W3-4 W20-7a FLAGGERR2-1 94' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 10 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 20TH ST WT W20-1W3-4W20-7a FLAGGERW20-1 W3-4 W20-7a FLAGGERW20-1 W3-4 W20-7a FLAGGERDAYTON AVE NER2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 11 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NENE 12TH STABERDEEN AVE NENE 12TH ST WTW20-1 W3-4 W20-7a W20-4 W20-1W3-4W20-7a W20-1 W3-4 W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERFLAGGERFLAGGERR2-1 R2-1 74' PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 12 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NEWTGRAVELW20-1 W21-5 W20-1 R2-1 94' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 13 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NEWTW20-1 W3-4 W20-7a W20-4 W20-1 W3-4 W20-7a W20-4 FLAGGERFLAGGERR2-1 77' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 14 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NENE 16TH STABERDEEN AVE NENE 16TH ST WT W20-1 W20-7a W20-4 W20-1W3-4W20-7a W20-1 W3-4 W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERFLAGGERFLAGGERR2-1 74' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 15 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NENE 17TH PLABERDEEN AVE NEWTW20-1 W20-7a W20-4 W20-1 W3-4 W20-7a FLAGGERFLAGGERSPOTTERR2-1 PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 16 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 3-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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NENE 18TH STABERDEEN AVE NEWTSPOTTERGRAVELW20-1 W21-5 W20-1 W20-1 R2-1 R2-1 77' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 17 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPABERDEEN AVE NENE 20TH STABERDEEN AVE NENE 20TH ST WTW20-1 W3-4 W20-7a W20-4 W20-1W3-4W20-7a W20-1 W3-4 W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERFLAGGERFLAGGERR2-1 R2-1 77' PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 18 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 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 NE 20TH ST WT W20-1 W3-4 W20-7a FLAGGERW20-1W3-4W20-7a FLAGGERR2-192' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 19 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMONTEREY AVE NEN 20TH STPARK AVE NWT W20-1 W20-7a W20-4 W20-1 W3-4 W20-7a FLAGGERFLAGGERN 20TH ST W20-1W3-4W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERR2-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA R2-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 20 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP NE 20TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPJONES AVE NEWTW20-1 W3-4 W20-7a FLAGGERW20-1 W20-7a W20-4FLAGGER W20-1W20-7a W20-4 FLAGGERR2-1 R2-1 96' PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 21 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPJONES AVE NEWTW20-1 W3-4 W20-7a FLAGGERW20-1 W20-7a W20-4FLAGGERR2-1 96' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 22 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTJONES AVE NEW20-1 W21-5 W20-1 R2-1 92' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 23 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPJONES AVE NENE 24TH STJONES AVE NENE 24TH ST WTW20-1 W21-5 W20-1 W20-1 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 24 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPWTJONES AVE NEW20-1 W21-5 W20-1 W20-1 NE 26TH PL R2-1 R2-1 96' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 25 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTJONES AVE NEW20-1 W21-5 W20-1 NE 27TH CT W20-1 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 26 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPNE 28TH ST JONES AVE NEWT WT W20-1 W21-5 W20-1 W20-1 R2-1 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 27 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 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 NE 28TH ST WT W20-1 W21-5 W20-1 R2-1 87' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 28 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 NE 28TH ST KENNEWICK P L NE EO P EO P EOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEO P EO P EOP EOP EOP EO P EO P EO P EO P EO P EOP EOP K E N N EW I C K P L N EWTWT W20-1 W21-5 W20-1 W20-1 R2-1 R2-1 204' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA DRIVEW A Y N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 29 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPKENNEWICK PL NENE 29TH STWT W20-1 W20-1 W20-1 R2-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W20-5R N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 30 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 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 KENNEWICK PL NE WT W20-1W4-2R W20-5R W20-1 R2-1 97' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W-119 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 31 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE 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 GRADEINTERSECTIONS 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. MFP20004633 EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP KENNEWICK PL NE WT W20-1W4-2R W20-5R W20-1 DRIVEWAYR2-1 W-119 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES TCPWARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 32 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE 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 GRADEINTERSECTIONS 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. MFP20004633 EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP NE 30TH ST RAMPRAMPWT W20-1W20-5R W20-1 R2-1 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W4-2LW20-5L K-9622W20-1 W-119 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 33 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE 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 GRADEINTERSECTIONS 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. MFP20004633 EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP N 30TH ST RAMPRAMPWT W20-1W21-5 W20-1 R2-1 95' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 34 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP NE 30TH ST RAMPRAMPWT W20-1 W20-1 W4-2RW20-5R R2-1 W-119 87' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W20-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 35 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE 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 GRADEINTERSECTIONS 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. MFP20004633 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 NE 30TH ST WT W20-1 W21-5 W20-1 R2-1 92' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 36 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP NE 30TH STNE 30TH ST PARK AVE NPARK AVE NWT WTW20-1 W21-5 W20-1 W21-5 W20-1 W20-1 R2-1 R2-1 87' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 37 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NWTGRAVELW20-1 W21-5 W20-1 R2-1 94' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 38 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NWTW20-1 W3-4 W20-7a W20-4 W20-1 W3-4 W20-7a W20-4 FLAGGERFLAGGERR2-1 93' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 39 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPN 32ND ST PARK AVE NN 32ND ST WTW20-1 W20-7aW20-4 W20-1W3-4W20-7a FLAGGERFLAGGERPARK AVE NW20-1 W3-4 W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERR2-1 R2-1 PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREAR2-1 R2-1 WTN COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 40 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPN 33RD ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NWTW20-1 W3-4 W20-7aFLAGGERW20-1 W20-7a W20-4 FLAGGERW20-1 W20-7aW20-4 FLAGGERR2-1 R2-1 96' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 41 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPN 33RD PL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NWTW20-1 W3-4 W20-7aFLAGGERW20-1 W20-7a W20-4 FLAGGERW20-1 W20-7aW20-4 FLAGGERR2-1 R2-1 PARKINGNOFROMTO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA SPOTTERPARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N 33RD PL N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 42 47 7/20/20 AH TG 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 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NN 34TH STPARK AVE NWTW20-1 W20-7a W20-4 W20-1 W3-4 W20-7a FLAGGERFLAGGERN 34TH ST W20-1W3-4W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERR2-1 R2-1 PARKINGNOFROMTO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 43 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPN 35TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPARK AVE NWTW20-1 W3-4 W20-7aFLAGGERW20-1 W20-7a W20-4 FLAGGERW20-1 W20-7aW20-4 FLAGGERR2-1 R2-1 96' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 44 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTPARK AVE NW20-1 W21-5 N 36TH ST W20-1 GRAVELW20-1 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 45 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 36TH ST WT W20-1W3-4W20-7a FLAGGERW20-1 W3-4 W20-7a FLAGGERR2-1 94' PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 46 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE AREAS OF PROPOSED WORK MFP20004633 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 36TH ST WT W20-1W3-4W20-7a FLAGGEREOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPBURNETT AVE NBURNETT AVE NW20-1 W3-4 W20-7a W20-1 W3-4 W20-7a W20-1 W3-4 W20-7a FLAGGERFLAGGERFLAGGERR2-1 R2-1 R2-1 69' PARKINGNOFROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 TCP 47 47 7/20/20 AH TG 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 CONTROL TYPE: SINGLE CLOSURE 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 GRADEINTERSECTIONS 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. MFP20004633 WORK AREA 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -OVERVIEW 3-26 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 96 CT FIBER: 17167 FT + 20% STORAGE = 20601 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 (4)= TOTAL FOOTAGE = 0 FT. 13250 FT. 0 FT. 3817 FT. 100 FT. 17167 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 =17167 FT. -TIE IN AND OVERLASH (1) 96CT ON EXISTING AERIAL STRAND -PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT -TIE IN AND OVERLASH (1) 96CT ON EXISTING AERIAL STRAND -PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT -PLACE NEW NODE AND SPLICE CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST N 34TH ST & PARK AVE N RENTON, WA 98056 WARNTNH07200 2X2 OFF RN12D JB0000344182 NODE SPLIT CANNON COMPANIES Todd Gallant - (253)-468-5971 - tgallant@cannonconstructioninc.com MFP20004633 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 LEGEND 2 26 7/20/20 AH TG MFP20004633 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 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 GENERAL NOTES 3 26 7/20/20 AH TG MFP20004633 © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS V V V V V V V V VVVVV V P P P DH N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 OVERVIEW 4 26 7/20/20 AH TG COMCAST TIE IN AND SPLICE HERE OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT SPLICE HERE AND PLACE NODE HERE MFP20004633 2608 2513 755 691 2407 674 771 759 680 675 2413 2408 2512 680 2519 2613 764 2600 682 2612 763 2411 2407 2503 2622 756 767 671 2412 659 755 2502 768 2604 754 2518 2603 688 759 2403 2618 679 2509 720 2412 2508 763 2408 2609 760 2520 FERNDALE CT NENE 6T H P L NE 7 T H S T EDMONDS AVE NEDAYTON AVE NENE 7 T H S T EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP 166'161'124'192'TIE IN AND SPLICE HERE OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL)DAYTON AVE NECLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 1 PSE 318322-166600 NEUTRAL 30 5 N/A STREET LIGHT 28 9 N/A STREET LIGHT 28 6 N/A CATV 21 5 N/A COMM 1 20 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 2 PSE 318339-166600 NEUTRAL 32 5 N/A SECONDARY 30 6 N/A STREET LIGHT 30 1 N/A CATV 23 0 N/A COMM 1 20 6 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 3 PSE 318354-166600 NEUTRAL 32 10 N/A SECONDARY 30 6 N/A STREET LIGHT 25 11 N/A CATV 23 6 N/A COMM 1 22 3 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 4 PSE 318367-166601 NEUTRAL 26 6 N/A SECONDARY 26 4 N/A CATV 23 4 N/A COMM 1 22 2 N/A N N N N 1 2 3 4 TREE TRIM TREE TRIM EDMONDS AVE NEMAKE READY: LOWER CATV TO 23-0 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 5 26 7/20/20 AH TG COMCAST MFP20004633 2612 2501 807 800 801 2515 812 2605 955 2619 861 850 2512 855 821 815 807 2606 2505 804 2519 803 816 0 0 0 861 860 2609 854 2400 2500 2618 800 858 855 811 803 845 815 2600 2509 808 2601 801 822 2506 859 851 2615 821 811 EDMONDS AVE NEDAYTON AVE NENE 9TH ST NE 9TH STEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP EOP EOP EOP EOP EOP153'145'158'154'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 5 PSE 318383-166602 NEUTRAL 24 9 N/A SECONDARY 24 3 N/A STREET LIGHT 21 8 N/A CATV 18 3 N/A COMM 1 17 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 6 PSE 318397-166602 NEUTRAL 30 10 N/A SECONDARY 29 2 N/A STREET LIGHT 21 3 N/A STREET LIGHT 2 20 5 N/A COMM 1 18 4 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 7 PSE 318414-166602 NEUTRAL 27 7 N/A SECONDARY 26 5 N/A CATV 19 9 N/A COMM 1 (WOOD ARM)18 7 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 8 PSE 318432-166602 NEUTRAL 29 9 N/A SECONDARY 28 4 N/A STREET LIGHT 28 4 N/A CATV 22 5 N/A COMM 1 (WOOD ARM)18 1 N/A N N N N N 5 6 7 8 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 6 26 7/20/20 AH TG COMCAST MFP20004633 2420 919 2408 931 900 915 2321 926 943 2630 929 2423 910 2326 908 960 2412 909 920 2424 923 2327 903 950 935 904 0 0 0 0 0 0 0 0 0 0 905 955 921 913 915 919 2401 920 947 2520 933 2400 2416 924 2404 901 912 964 2405 2428 927 909 930 939 2624 968 2320 2511 925 2419 916 951 2508 2408 905 916EDMONDS AVE NENE 9TH PLNE 10TH ST FERNDALE CIR NEEDMONDS AVE NENE 9TH PL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP 138'114'85'227'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 9 PSE 318443-166603 NEUTRAL 26 4 N/A SECONDARY 25 4 N/A CATV 18 7 N/A COMM 1 17 7 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 10 PSE 318458-166603 NEUTRAL 30 9 N/A SECONDARY 28 3 N/A STREET LIGHT 28 3 N/A CATV 23 10 N/A COMM 1 20 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 11 PSE 318470-166603 NEUTRAL 24 0 N/A SECONDARY 24 0 N/A CATV 19 10 N/A COMM 1 18 0 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 12 PSE 318481-166604 NEUTRAL 26 4 N/A SECONDARY 26 4 N/A STREET LIGHT 23 7 N/A CATV 19 3 N/A COMM 1 17 5 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 13 PSE 318503-166604 NEUTRAL 30 5 N/A SECONDARY 28 5 N/A STREET LIGHT 26 2 N/A CATV 23 1 N/A COMM 1 20 4 N/A N N N N N 9 10 11 12 13 TREE TRIM N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 7 26 7/20/20 AH TG COMCAST MFP20004633 0 2402 980 2400 1012 1011 1063 1032 2322 2326 0 0 0 1150 1150 1190 1065 972 978 1021 1007 2502 2404 NE SUNSET BLVDEDMONDS AVE NENE 10TH PL EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EOPEO P EOP EO P V 111'164'92'R 25'243'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) PROOF AND PULL (1) 96CT THROUGH EXISTING RISER PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 14 PSE 318515-166605 NEUTRAL 29 7 N/A SECONDARY 28 2 N/A CATV 20 0 N/A COMM 1 18 9 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 15 PSE 318531-166605 NEUTRAL 28 3 N/A SECONDARY 27 0 N/A STREET LIGHT 24 6 N/A CATV 21 1 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 16 PSE 318548-166605 NEUTRAL 26 2 N/A SECONDARY 25 5 N/A CATV 19 7 N/A N N N 14 15 16 NE SUNSET B LVD N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 8 26 7/20/20 AH TG COMCAST MFP20004633 1140 0 1148 1158 1132 1123 2415 1178 1062 1166 1154 2403 1140 0 2326 2320 1100 1110 1132 2406 1146 1159 1161 1157 1154 1156 1147 1170 1165 1139 1130 1162 1150 1174 2412 1131 2409 1140 1155 1170 1064 1125 1133 1141EDMONDS AVE NEGLENWOOD AVE NE N E SU N S E T B L VD NE 11TH CT EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P V V 90'251'370'UNABLE TO LOCATE VAULT OR PED IN FIELD PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 9 26 7/20/20 AH TG COMCAST MFP20004633 2400 2416 1211 2300 2430 2308 1190 1218 1212 1308 2415 1209 1140 24082302 2420 2335 2316 2436 0 0 0 00 2424 2432 1215 2435 1304 2331 1301 2305 1186 1210 1208 2412 2527 1213 2306 2428 1170 2311 1207 1182 1194 1222 2411 2301 1204 1216 1223 NE 12TH STDAYTON AVE NENE 13TH ST CAMAS AVE NEEDMONDS AVE NEDAYTON PL NENE 13TH PL NE 12TH ST EDMONDS AVE NEEDMONDS PL NENE 12TH ST EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEO PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPV V V 68'53'258'155'212' UNABLE TO LOCATE VAULT OR PED IN FIELD OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) R 25' PROOF AND PULL (1) 96CT THROUGH EXISTING RISER CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 17 PSE 318697-166591 NEUTRAL 25 6 N/A SECONDARY 25 6 N/A CATV 24 3 N/A COMM 1 23 5 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 18 PSE 316649-166566 NEUTRAL 30 1 N/A SECONDARY 27 1 N/A CATV 25 0 N/A COMM 1 23 2 N/A STREET LIGHT 20 4 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 19 PSE 316650-166544 NEUTRAL 30 11 N/A SECONDARY 28 8 N/A STREET LIGHT 26 2 N/A CATV 24 6 N/A CATV 2 (METAL ARM)24 0 N/A COMM 1 22 8 N/A N N N N N N 171819 PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT (TYPICAL) MAKE READY: LOWER CATV TO 22-2 LOWER COMM 1 TO 21-2 MAKE READY: LOWER CATV TO 23-9 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 10 26 7/20/20 AH TG COMCAST MFP20004633 2213 2216 2116 1224 1301 2013 1164 1302 2010 2018 2001 2223 1232 2022 2228 1265 2200 2108 2211 2007 1254 1171 2120 2126 2132 0 0 0 0 0 0 0 0 0 0 00 0 0 2004 1319 2224 1317 2028 2131 2019 2208 2110 1209 1259 2215 1260 2103 2135 1316 1309 2207 1253 2217 1233 NE 13TH PL BLAINE AVE NE NE 12TH ST ABERDEEN AVE NENE 12TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP ABERDEEN AVE NE149'172'145' 212'181'201'125'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 20 PSE 316650-166530 NEUTRAL 25 6 N/A SECONDARY 23 1 N/A STREET LIGHT 20 10 N/A CATV 19 6 N/A COMM 1 18 4 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 21 PSE 316650-166510 NEUTRAL 28 10 N/A SECONDARY 27 4 N/A STREET LIGHT 25 2 N/A CATV 24 7 N/A COMM 1 23 9 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 22 PSE 318650-166502 NEUTRAL 25 10 SE SECONDARY 24 0 N/A STREET LIGHT 20 9 N/A CATV 20 9 N/A COMM 1 19 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 23 PSE 318645-166478 NEUTRAL 26 9 N/A SECONDARY 26 4 N/A STREET LIGHT 25 1 N/A CATV 22 2 N/A COMM 1 22 3 N/A COMM 2 21 1 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 24 PSE 318658-166479 NEUTRAL 30 6 N/A SECONDARY 27 4 N/A CATV 26 0 N/A COMM 1 25 1 N/A COMM 2 24 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 25 PSE 318677-166480 SECONDARY 24 6 N/A STREET LIGHT 19 11 N/A CATV (METAL ARM)18 2 N/A COMM 1 (WOOD ARM)17 3 N/A COMM 2 (WOOD ARM)16 0 N/A N N N N N 202122 23 24 25 TREE TRIM TREE TRIM MAKE READY: LOWER CATV TO 23-0 LOWER COMM 1 TO 22-0 MAKE READY: LOWER CATV TO 24-0 LOWER COMM 1 TO 23-0 LOWER COMM 2 TO 22-0 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 11 26 7/20/20 AH TG COMCAST MFP20004633 1516 1523 1425 1416 1413 1333 1508 1400 1496 1424 1330 1401 1524 1503 1338 1417 1333 1517 1407 1403 0 0 0 0 0 0 202520192013 0 0 0 0 0 0 0 1503 1323 1425 1409 1400 1408 1407 1333 1416 1516 1409 1508 1324 1413 1337 1501 1501 1419 1500 1325 1401 1519 1400 1422 1339 1500 1328 1417 1500 1331 1408 1490 2007 ABERDEEN AVE NEBLAINE AVE NECAMAS AVE NE NE 15TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP126'166'183'121'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 26 PSE 318690-166479 NEUTRAL 26 1 N/A SECONDARY 22 10 N/A CATV 18 5 N/A COMM 1 17 0 N/A COMM 2 17 0 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 27 PSE 318705-166479 NEUTRAL 23 8 N/A SECONDARY 23 4 N/A CATV 19 0 N/A COMM 1 17 11 N/A COMM 2 16 11 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 28 PSE 318720-166480 NEUTRAL 29 10 N/A SECONDARY 29 1 N/A CATV 22 10 N/A COMM 1 (WOOD ARM)21 1 N/A COMM 2 (WOOD ARM)21 1 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 29 PSE 318734-166480 SECONDARY 25 0 N/A STREET LIGHT 23 3 N/A CATV 21 9 N/A COMM 1 20 4 N/A COMM 2 19 5 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 30 PSE 318748-166480 SECONDARY 23 2 N/A STREET LIGHT 21 9 N/A CATV 20 1 N/A COMM 1 18 8 N/A COMM 2 17 5 N/A N N N N N 26 27 28 29 30 TREE TRIM MAKE READY: LOWER CATV TO 19-10 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 12 26 7/20/20 AH TG COMCAST MFP20004633 1612 2208 2133 2009 1632 2216 2107 1610 1701 1701 1713 1617 2121 2015 2225 1632 2124 2125 1617 2200 2101 1701 1621 1618 1700 1616 0 0 1621 1615 2006 1609 1624 1709 1633 1708 21161602 2003 1632 2117 1633 2127 1617 1701 1709 2201 1533 1622 1604 1717 2217 2111 1704 1625 1709 1700 1708 1532 2012 2115 1625 1625 NE 16TH ST BLAINE AVE NEMONTEREY CT NEABERDEEN AVE NENE 17TH PL NE 16TH ST CAMAS AVE NE NE 16TH STNE 16TH ST EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 149'149'151'150'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 31 PSE 316767-166480 SECONDARY 26 0 N/A COMM 1 24 1 N/A STREET LIGHT 24 0 N/A CATV 22 0 N/A COMM 2 20 8 N/A COMM 3 19 5 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 32 PSE 318781-166480 NEUTRAL 25 2 N/A SECONDARY 24 7 N/A STREET LIGHT 23 3 N/A CATV 18 10 N/A COMM 1 17 4 N/A COMM 2 16 6 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 33 PSE 318796-166480 NEUTRAL 24 7 N/A SECONDARY 22 9 N/A STREET LIGHT 22 1 N/A CATV 20 7 N/A COMM 1 19 7 N/A COMM 2 18 8 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 34 PSE 318810-166480 NEUTRAL 24 10 N/A SECONDARY 24 2 N/A CATV 21 1 N/A COMM 1 18 5 N/A COMM 2 17 6 N/A N N N N N 31 32 33 34 MAKE READY: LOWER CATV TO 19-5 LOWER COMM 1 TO 18-5 LOWER COMM 2 TO 17-5 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 13 26 7/20/20 AH TG COMCAST MFP20004633 2233 1824 1831 1809 1822 1833 1826 1718 1833 1716 1900 21001733 2008 2001 1904 1833 1916 1808 1818 1900 1909 1808 1801 1917 1832 2112 1809 0 0 0 0 1927 0 0 1905 1802 2114 2120 1909 1725 1802 2017 1717 1837 1810 2108 1820 1817 2001 2230 2131 2209 1816 2106 1901 1724 2007 1801 1829 1825 1719 1901 1814 1908 2002 1909 ABERDEEN AVE NECAMAS AVE NE BLAINE AVE NENE 18TH STNE 18TH ST NE 17TH CTABERDEEN AVE NENE 18TH PL EOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP147'146'72'65'63'176'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 35 PSE 318823-166480 NEUTRAL 25 10 N/A SECONDARY 23 10 N/A STREET LIGHT 21 6 N/A CATV 19 6 N/A COMM 1 17 2 N/A COMM 2 16 7 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 36 PSE 318837-166480 NEUTRAL 26 5 N/A SECONDARY 24 5 N/A CATV 19 10 N/A COMM 1 17 6 N/A COMM 2 16 4 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 37 PSE 318845-166480 NEUTRAL 26 0 N/A SECONDARY 24 3 N/A CATV 19 0 N/A COMM 1 16 9 N/A COMM 2 15 8 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 38 PSE 318852-166480 NEUTRAL 25 2 N/A SECONDARY 23 8 N/A STREET LIGHT 20 7 N/A CATV 19 5 N/A COMM 1 18 5 N/A COMM 2 17 6 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 39 PSE 318857-166480 NEUTRAL 25 3 N/A SECONDARY 23 5 N/A CATV 18 9 N/A COMM 1 18 0 N/A COMM 2 17 1 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 40 PSE 318871-166481 NEUTRAL 25 9 N/A SECONDARY 24 7 N/A CATV 21 11 N/A COMM 1 21 0 N/A COMM 2 20 3 N/A N N N N N 35 36 37 38 39 40 MAKE READY: LOWER CATV TO 21-4 LOWER COMM 1 TO 20-4 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 14 26 7/20/20 AH TG COMCAST MFP20004633 2008 1835 2123 2139 2011 2014 2001 2019 1933 2020 2030 2111 2009 2106 2010 1912 2110 2122 2116 2114 2109 2115 2103 2029 2023 1811 1817 2011 1836 1816 1822 1900 1906 1912 1918 2104 1927 2133 1921 1917 19132028 2022 2016 1932 0 0 0 2013 2007 2011 2001 2019 2007 2025 2005 2006 2119 2129 1901 1915 2135 2005 2000 2020 2013 2002 1924 2101 2105 ABERDEEN PL NE NE 21ST ST LINCOLN PL NENE 20TH ST NE 21ST ST ABERDEEN AVE NEABERDEEN PL NE NE 20TH ST NE 21ST ST NE 20TH STKENNEWICK PL NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP71'175'123' 130'169'184' OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 41 PSE 318880-166481 NEUTRAL 28 3 N/A SECONDARY 26 6 N/A STREET LIGHT 23 8 N/A CATV 22 5 N/A COMM 1 21 5 N/A COMM 2 20 4 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 42 PSE 318880-166462 NEUTRAL 26 7 N/A SECONDARY 24 7 N/A CATV 20 4 N/A COMM 1 19 3 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 43 PSE 318880-166449 NEUTRAL 26 9 N/A SECONDARY 24 10 N/A STREET LIGHT 23 10 N/A CATV 20 3 N/A COMM 1 19 0 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 44 PSE 318880-166434 NEUTRAL 23 2 N/A SECONDARY 22 8 N/A CATV 20 0 N/A COMM 1 19 6 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 45 PSE 318881-166417 NEUTRAL 26 0 N/A SECONDARY 25 3 N/A STREET LIGHT 21 11 N/A CATV 20 3 N/A COMM 1 18 8 N/A N N N N N 414243 44 45 TREE TRIM MAKE READY: LOWER CATV TO 19-4 LOWER COMM 1 TO 18-4 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 15 26 7/20/20 AH TG COMCAST MFP20004633 1700 1835 2010 1733 1909 2021 1703 2033 2100 1824 0 0 0 0 2007 1931 2001 1925 1917 1916 2025 1725 1800 2004 2019 2100 1900 NE 20TH ST JONES AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP245'159'152'184'164'135'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 46 PSE 318881-166400 NEUTRAL 25 11 N/A SECONDARY 24 6 N/A CATV 20 9 N/A COMM 1 19 6 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 47 PSE 318880-166374 NEUTRAL 30 0 N/A SECONDARY 27 4 N/A STREET LIGHT 25 3 N/A CATV 19 5 N/A COMM 1 18 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 48 PSE 318881-166359 NEUTRAL 25 8 N/A SECONDARY 24 2 N/A CATV 19 6 N/A COMM 1 18 6 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 49 PSE 318902-166344 NEUTRAL 28 9 N/A SECONDARY 25 11 N/A STREET LIGHT 23 4 N/A COMM 1 22 0 N/A CATV 21 1 N/A COMM 2 19 9 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 50 PSE 318916-166344 NEUTRAL 26 8 N/A SECONDARY 25 2 N/A STREET LIGHT 22 4 N/A COMM 1 21 10 N/A CATV 20 5 N/A COMM 2 19 7 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 51 PSE 318934-166344 NEUTRAL 27 8 N/A SECONDARY 24 10 N/A STREET LIGHT 22 4 N/A CATV 20 6 N/A COMM 1 21 5 N/A COMM 2 20 0 N/A N N N N N N 4647 4849 50 51 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 16 26 7/20/20 AH TG COMCAST MFP20004633 2216 2209 2208 2224 2125 2132 2301 2121 2109 2115 2202 2134 0 0 1705 1711 1717 2225 2124 2116 2217 2120 2216 2300 2100 2213 2115 JONES AVE NENE 23RD ST HIGH AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP193'201'202'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 52 PSE 318948-166344 NEUTRAL 28 5 N/A SECONDARY 28 2 N/A STREET LIGHT 26 2 N/A COMM 1 20 11 N/A CATV 19 11 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 53 PSE 318972-166345 NEUTRAL 27 6 N/A SECONDARY 27 0 N/A STREET LIGHT 24 2 N/A COMM 1 23 4 N/A CATV 22 3 N/A COMM 2 21 1 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 54 PSE 318993-166345 NEUTRAL 25 7 N/A SECONDARY 24 1 N/A STREET LIGHT 21 4 N/A COMM 1 20 11 N/A CATV 20 0 N/A COMM 2 19 0 N/A N N N N N N 52 53 54 MAKE READY: LOWER COMM 1 TO 22-8 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 17 26 7/20/20 AH TG COMCAST MFP20004633 2418 1813 2422 24152425 1712 1732 2432 1801 2414 2500 2406 1725 1607 1650 2428 0 0 0 0 0 0 0 0 2304 171917132312 2306 2300 182916011635 1706 2433 1830 2409 2408 18001726 2412 2421 2509 2417 2400 2508 JONES AVE NENE 24TH STNE 24TH ST JONES AVE NEKENNEWICK AVE NE56 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP 139'20'220'125'125'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) MID SPAN CROSSOVER CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 55 PSE 319005-166345 NEUTRAL 28 5 N/A SECONDARY 26 10 N/A COMM 1 24 1 N/A CATV 22 11 N/A COMM 2 19 1 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 56 PSE 318999-166345 SECONDARY 28 8 N/A STREET LIGHT 28 7 N/A COMM 1 23 9 N/A CATV 22 9 N/A COMM 1 21 4 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 57 PSE 319034-166345 NEUTRAL 26 4 N/A SECONDARY 25 0 N/A COMM 1 23 11 N/A CATV 22 11 N/A COMM 2 21 8 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 58 PSE 319049-166345 NEUTRAL 26 1 N/A SECONDARY 23 11 N/A STREET LIGHT 23 0 N/A COMM 1 21 3 N/A CATV 20 1 N/A COMM 2 20 0 N/A N N N N N N 55 56 57 58 TREE TRIM MAKE READY: LOWER COMM 1 TO 23-6 MAKE READY: LOWER COMM 1 TO 21-8 LOWER CATV TO TO 20-8 LOWER COMM 2 TO 19-8 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 18 26 7/20/20 AH TG COMCAST MFP20004633 1808 1809 2607 18211630 18072612 1615 2702 1803 1802 2619 2611 2517 0 0 0 2512 2511 1714 2523 1709 2505 1800 2532 1819 2622 2524 1627 1801 1815 2623 2709 1807 2517 1708 2535 1814 2518 1806 1813 2514 1621 1715 2628 2625 NE 26TH PL NE 25TH PLJONES AVE NENE 27TH CT EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP183'190'163'146'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 59 PSE 319052-166345 NEUTRAL 26 7 N/A SECONDARY 24 8 N/A COMM 1 21 9 N/A CATV 21 3 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 60 PSE 319083-166345 NEUTRAL 27 1 N/A SECONDARY 27 1 N/A STREET LIGHT 24 7 N/A COMM 1 24 0 N/A CATV 23 3 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 61 PSE 319105-166345 NEUTRAL 33 3 N/A SECONDARY 31 1 N/A COMM 1 25 5 N/A CATV 24 4 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 62 PSE 319122-166346 NEUTRAL 27 4 N/A SECONDARY 25 9 N/A STREET LIGHT 23 1 N/A COMM 1 22 6 N/A CATV 21 7 N/A N N N N N 59 60 61 62 MAKE READY: LOWER COMM 1 TO 21-4 LOWER CATV 1 TO 20-4 MAKE READY: LOWER COMM 1 TO 23-9 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 19 26 7/20/20 AH TG COMCAST MFP20004633 2816 2827 2926 2930 2808 2821 2807 2932 2934 2812 2815 1725 1809 2717 1706 2733 1611 2732 0 1700 1803 1700 2835 1801 2928 1733 2729 1624 1700 2725 1615 1801 17071701 1617 1626 1609 1806 1810 NE 28TH ST KENNEWICK PL NE NE 28TH ST RAMP LINCOLN PL NE NE 29TH S T NE 27TH PLJONES AVE NEEO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEO P EOPEOP EOP EOPEO P EOPEO P EO P EOP EOP EOP EOP EOPEOP EOP EO P EOP EOP EOP EOP EOP EOP V V P P P DH85'83'50'198'73'97'90'357'KENNEWICK P L NE OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT (TYPICAL) UNABLE TO LOCATE VAULT OR PED IN FIELD UNABLE TO LOCATE VAULT OR PED IN FIELD R 25' PROOF AND PULL (1) 96CT THROUGH EXISTING RISER CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 63 PSE 319137-166346 NEUTRAL 29 1 N/A SECONDARY 27 7 N/A COMM 1 20 7 N/A CATV 19 7 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 64 PSE 319147-166346 NEUTRAL 27 0 N/A SECONDARY 25 3 N/A COMM 1 22 4 N/A CATV 21 4 N/A N N N N 63 64 MAKE READY: LOWER COMM 1 TO 21-11 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 20 26 7/20/20 AH TG COMCAST MFP20004633 2914 2952 1616 2948 2926 2944 2954 2920 2946 2958 2938 2900 2918 2956 2934 2924 2922 2940 2942 2936 2950 2916 KENNEWICK PL NE NE 30TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EO P EOPEO P EOPEO P EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPV V VV 448' 254'1'420' PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 21 26 7/20/20 AH TG COMCAST MFP20004633 1221 2900 1410 1321 1315 2913 1309 1220 3102 3005 1305 1209 1416 0 0 0 0 1419 1308 2907 1217 1302 N 30TH ST N 30TH ST N 30TH ST PARK AVE NN 31ST ST PARK AVE NEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP V V 344'64' 5' 153'120'165'52'35'161'157'151'R 25' PROOF AND PULL (1) 96CT THROUGH EXISTING RISER OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRANDMID SPAN CROSSOVER CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 65 PSE 319228-166270 NEUTRAL 31 9 N/A SECONDARY 30 3 N/A CATV 19 9 N/A COMM 1 18 8 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 66 PSE 319229-166261 SECONDARY 27 4 N/A CATV 24 6 N/A COMM 1 23 4 N/A N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 67 PSE 319229-166247 NEUTRAL 29 4 N/A SECONDARY 28 2 N/A CATV 25 4 N/A COMM 1 23 8 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 68 PSE 319229-166233 NEUTRAL 29 3 N/A SECONDARY 27 10 N/A CATV 25 5 N/A COMM 1 20 11 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 69 PSE 319227-166215 NEUTRAL 25 2 N/A SECONDARY 24 6 N/A CATV 24 2 N/A STREET LIGHT 22 3 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 70 PSE 319229-166211 NEUTRAL 30 0 N/A SECONDARY 29 3 N/A STREET LIGHT 27 8 N/A CATV 25 7 N/A COMM 1 24 7 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 71 PSE 319245-166216 NEUTRAL 30 0 N/A SECONDARY 29 3 N/A STREET LIGHT 28 1 N/A CATV 26 11 N/A COMM 1 23 7 N/A COMM 2 22 9 N/A COMM 3 19 1 N/A N N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 72 PSE 319260-166218 SECONDARY 24 4 N/A STREET LIGHT 22 4 N/A COMM 1 21 9 N/A CATV 21 6 N/A COMM 2 19 8 N/A N N N N N 65 666768 69 70 71 72 PROOF AND PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT (TYPICAL) TAG READS 319229-166247 IN FIELD MAKE READY: LOWER CATV TO 23-0 LOWER COMM 1 TO 22-0 MAKE READY: LOWER CATV TO 24-10 MAKE READY: LOWER CATV TO 24-6 MAKE READY: LOWER CATV TO 21-2 MAKE READY: LOWER CATV TO 25-11 MAKE READY: LOWER COMM 1 TO 21-1 LOWER CATV TO 20-1 LOWER COMM 2 TO 19-1 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 22 26 7/20/20 AH TG COMCAST MFP20004633 1405 1415 1216 1408 1228 3100 3204 3203 1312 1414 1307 1222 3107 3303 3101 3103 1213 3209 1427 3111 3221 1214 3114 1411 1303 12161212 1212 1224 3215 1220 3112 1217 3302 3210 3308 0 0 0 0 0 1316 1315 1306 3108 1215 1421 3106 1208 3113 1402 1225 3126 3108 3120 3102 N 32ND ST N 32ND ST MEADOW PL N GARDEN AVE N RAMPPARK AVE NN 32ND ST N 32ND ST N 33RD ST PARK AVE NEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP129'129'137'138'128'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 73 PSE NO TAG CATV 29 9 N/A COMM 1 17 5 N/A N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 74 PSE 319286-166218 NEUTRAL 28 5 N/A SECONDARY 25 1 N/A STREET LIGHT 23 3 N/A CATV 21 3 N/A COMM 1 20 0 N/A COMM 1 19 4 N/A N N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 75 PSE 319298-166219 NEUTRAL 23 3 N/A SECONDARY 22 8 N/A CATV 20 7 N/A COMM 1 19 9 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 76 PSE 319312-166219 NEUTRAL 26 3 N/A SECONDARY 24 8 N/A STREET LIGHT 23 7 N/A CATV 20 5 N/A COMM 1 19 9 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 77 PSE 319325-166220 NEUTRAL 26 5 N/A SECONDARY 23 7 N/A CATV 20 0 N/A N N N 73 74 75 76 77 TREE TRIM MAKE READY: LOWER CATV TO 19-4 LOWER COMM 1 TO 18-4 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 23 26 7/20/20 AH TG COMCAST MFP20004633 1426 1315 1420 3421 1209 3319 1204 1133 1326 1402 1200 1311 1208 1302 1215 3413 1213 3320 3438 1414 1304 1213 3420 3313 3315 33051205 3406 1205 1305 3317 3308 3410 3418 3432 3426 0 0 0 0 0 00 0 0 0 3411 3322 3336 1300 3307 3332 3407 1405 3415 3314 1214 3301 1207 1210 1401 3311 1408 3405 3326 1209 1301 MEADOW AVE N MEADOW AVE NPARK AVE NN 34TH ST PARK AVE NN 33RD PL GARDEN CT N N 34TH ST N 34TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP 137'132'122'138'144'OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 78 PSE 319339-166220 NEUTRAL 26 10 N/A SECONDARY 26 1 N/A STREET LIGHT 22 1 N/A CATV 21 11 N/A COMM 1 20 11 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 79 PSE 319351-166221 NEUTRAL 26 8 N/A SECONDARY 24 7 N/A CATV 22 0 N/A N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 80 PSE 319364-166221 SECONDARY 23 0 N/A CATV 21 2 N/A STREET LIGHT 20 1 N/A COMM 1 19 8 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 81 PSE 319378-166222 SECONDARY 23 2 N/A NEUTRAL 23 0 N/A CATV 20 10 N/A N N N 78 79 80 81 MAKE READY: LOWER CATV TO 21-3 MAKE READY: LOWER CATV TO 19-8 LOWER STREET LIGHT 18-8 LOWER COMM 1 TO 17-8 MAKE READY: LOWER CATV TO 19-8 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 24 26 7/20/20 AH TG COMCAST MFP20004633 1207 1419 1413 1311 1309 1310 1203 1403 1407 1402 1401 3506 3605 1210 3603 3613 1214 1213 1405 3438 1433 1216 1426 1115 1218 1117 3609 3507 3427 3508 1122 3504 1425 3503 1202 3619 1305 3500 1215 3615 0 0 0 0 0 0 1222 1201 1205 1414 1322 3411 1410 3619 3610 1301 1206 1204 3607 3510 1116 1209 N 36TH ST N 37TH ST PARK AVE NPARK AVE NN 36TH ST PARK AVE NN 35TH ST EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP 128'141'199'87'212' OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 82 PSE 319391-166222 NEUTRAL 31 3 N/A SECONDARY 30 0 N/A STREET LIGHT 25 3 N/A CATV 24 10 N/A COMM 1 24 1 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 83 PSE 319406-166222 NEUTRAL 33 5 N/A SECONDARY 31 8 N/A CATV 22 5 N/A N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 84 PSE 319416-166224 NEUTRAL 30 10 N/A SECONDARY 30 0 N/A STREET LIGHT 28 1 N/A CATV 24 7 N/A COMM 1 23 10 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 85 PSE 319418-166205 NEUTRAL 26 3 N/A SECONDARY 25 1 N/A STREET LIGHT 23 7 N/A CATV 21 5 N/A COMM 1 19 11 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 86 PSE 319418-166194 NEUTRAL 29 1 N/A SECONDARY 28 1 N/A CATV (OLD POLE)28 9 N/A STREET LIGHT (OLD POLE)27 7 N/A COMM 1 21 0 N/A N N N N N 82 83 84 8586 MAKE READY: LOWER CATV TO 24-9 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 25 26 7/20/20 AH TG COMCAST MFP20004633 3619 913 916 3613 1006 908 1013 3626 1004 1007 1002 3632 914 1111 904 1109 1001 910 3616 1019 905 1102 3502 1008 1030 1117 1120 1100 3602 1108 1024 1018 3604 1024 1012 1103 1011 1114 0 0 0 0 0 1023 3608 1005 1017 1108 903 3611 1105 1016 3627 917 1110 1017 1006 902 WELLS AVE N WELLS AVE N BURNETT AVE NLAKE WASHINGTON BLVD NEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPN 36TH ST 210'136'182'166'107' OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND SPLICE HERE AND PLACE NODE HERE CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 87 PSE 319418-166173 NEUTRAL 26 7 N/A SECONDARY 24 9 N/A STREET LIGHT 24 8 N/A CATV 22 11 N/A COMM 1 21 5 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 88 PSE 319418-166154 NEUTRAL 29 4 N/A SECONDARY 28 2 N/A STREET LIGHT 25 6 N/A CATV 24 0 N/A COMM 1 23 2 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 89 PSE 319418-166135 NEUTRAL 28 5 N/A SECONDARY 26 6 N/A CATV 24 3 N/A COMM 1 23 3 N/A N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 90 PSE 319419-166120 NEUTRAL 31 8 N/A SECONDARY 30 4 N/A STREET LIGHT 28 6 N/A CATV 25 10 N/A COMM 1 24 8 N/A N N N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 91 PSE 319418-166105 NEUTRAL 28 9 N/A SECONDARY 25 10 N/A CATV 24 6 N/A N N N CLASS/HT: POLE TYPE: - MAKE READY - OWNER: POLE#: - ATTACHMENTS - HEIGHT VIOLATION 92 PSE 319419-166094 NEUTRAL 34 7 N/A SECONDARY 33 6 N/A COMM 1 30 8 N/A CATV 29 10 N/A STREET LIGHT 26 7 N/A COMM 2 23 7 N/A COMM 3 22 7 N/A N N N N N N N 878889909192 TREE TRIM DO NOT OPERATE TAG MAKE READY: LOWER CATV TO 21-5 LOWER COMM 1 TO 20-5 MAKE READY: LOWER CATV TO 23-2 LOWER COMM 1 TO 22-2 MAKE READY: LOWER CATV TO 22-6 N OF DATE REVISION BY QC CANNON COMPANIES 0000344182WARNTNH07200 NE 7TH & EDMONDS NE RENTON, WA 98056 DESIGN 26 26 7/20/20 AH TG COMCAST MFP20004633 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 10/12/2020 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for 0000344182 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 TIE IN AND OVERLASH (1) 96CT ON EXISTING AERIAL STRAND. PROOF AND PULL (1) 96CT THROUGH EXISTING CONDUIT 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 MFP20004633 and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Rhonda Resnik. Thank you for your consideration in this matter. Rhonda Resnik Permit Coordinator Comcast Cable Communications Management o 253-864-4246 | e Rhonda_Resnik@comcast.com November 30, 2020 Rhonda Resnik Comcast Cable Communications, INC. 410 Valley Ave NW Suite 12 Bldg C Sumner, WA 98390 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#344182, MFP20004633, 675 Edmonds Ave NE) Dear Ms. Resnik: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction, Inc. overlash 96ct fiber approximately 13,379 lineal feet to existing Puget Sound Energy (PSE) poles in three routes within the City: Overlash Route 1 (3,896 linear feet):  Beginning at the pole to the northeast corner of 2913 Park Ave N property along the south side of N 30th St,  East along south side of N 30th St for 651 lineal feet,  North along east side of Park Ave N for 1,946 lineal feet,  West along north side of N 36th St for 1,299 lineal feet, and  Ending at the pole to the southwest of 3602 Lake Washington Blvd. Overlash Route 2 (7,299 linear feet):  Beginning at pole located to the southeast corner of 2400 NE 12th St property along the north side of NE 12th St,  West along the north side of NE 12th St for 833 lineal feet crossing to the south side for 212 lineal feet,  North along east side Aberdeen Ave NE for 2,442 lineal feet,  West along south side of NE 20th St for 1,337 lineal feet,  North along the west side of Jones Ave NE for 2,475 lineal feet, and  Ending at the pole to the east of 2725 Jones Ave NE. Comcast Job JB#344182 Page 2 of 3 November 30, 2020 Overlash Route 3 (2,184 lineal feet):  Beginning at pole located on the southeast corner of 675 Edmonds Ave NE property along the west side Edmonds Ave NE,  North along the west side of Edmonds Ave NE for 2,184 lineal feet, and  Ending at the pole to the east of property 1021 Edmonds Ave NE. 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. 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 Comcast Job JB#344182 Page 3 of 3 November 30, 2020 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, December 14, 2020. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Shannon Heaton, Cannon sheaton@cannonconstructioninc.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20004633 Engineering 1 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 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 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines Page 1 of 1