The URL can be used to link to this page

Home My WebLink AboutMFP21001830.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21001830 IVR Number: 21001830 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/26/2021Application Date:7227800425Parcel Number: 3201 NE 7TH ST Permit Type:05/25/2021Issue Date:Franchise Permit Work Class:05/25/2022Expiration Date:Major Utility Job Number: 275913Franchise Type:Cable Description: COMCAST TO TIE IN AND PLACE NEW MID SHEATH; OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND; PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500 FT; PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT; TIE IN AND PLACE (1) 48CT STRAP TO NEW CASE SP.WAKV.0655; PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT; PLACE NODE. RESTORATION PER CITY OF RENTON STANDARDS. PRE CONSTRUCTION MEETING REQUIRED 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 Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCI055CS CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Comcast Cable Communications Management JB0000275913 Rhonda Resnik 253-864-4246 Rhonda_Resnik@comcast.com 3201 NE 7TH ST RENTON, WA 98056 WARNTNH06800 2x2 off RN28C TIE IN AND PLACE NEW MID-SHEATH; OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND; PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500 FT; PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT; TIE IN AND PLACE (1) 48CT STRAP TO NEW CASE SP.WAKV.0655; PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT; PLACE NODE Cannon Construction Inc - Shannon Heaton 253-922-2787 ext 258 601590363 20838 4/26/2021 MFP21001830 RESTORATION PER CITY OF RENTON STANDARDS Scott Warlick This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR 5/25/2021 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering WARNTNH06800 2x2 off RN28C 3201 NE 7TH ST RENTON, WA 98056 Monday Friday 8:00am 3:00pm Cannon Construction Inc 253 922 2787 Shannon Heaton sheaton@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 TIE IN & PLACE NEW MID-SHEATH; OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND; PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500'; PROOF & PULL (1) 144T FIBER THROUGH EXISTING CONDUIT; TIE IN & PLACE (1) 48CT STRAP TO NEW CASE SP.WAKV.0655; PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT; PLACE NODE MFP21001830 Scott Warlick CED 5/25/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. •The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. •Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date 4/26/2021 EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP R2-1 W21-7 W21-7W20-7a W20-7aW3-4 W3-4 W21-7 W20-7a W3-4 W21-7 W20-7a W3-4 WT FLAGGERFLAGGERFLAGGERFLAGGERWORK AREA KIRKLAND AVE NEKIRKLAND AVE NENE 7TH ST NE 7TH ST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 1 14 4/23/2021 AB AG COMCAST N MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTR2-1 WORK AREA KIRKLAND AVE NEW21-5 W21-7 W21-5 W21-7 ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 2 14 4/23/2021 AB AG TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE LOCATIONS ALONG KIRKLAND AVE NE, WHERE APPLICABLE MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPR2-1 WORK AREA WTW21-7 W21-7 W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 W21-7 W20-7a FLAGGERW3-4 KIRKLAND AVE NEJEFFERSON AVE NE WORK AREA WTALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 3 14 4/23/2021 AB AG TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE LOCATIONS ALONG KIRKLAND AVE NE, WHERE APPLICABLE MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWRO W ROW RO W ROWRO W ROWRO W ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW EO P EO P EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP JEFFERSON AVE NENE 5 TH P L ROWRO W ROWROWROWROWROWRO W ROWROWROWROWKIRKLAND AVE NEEOPEO P EO P EO P EO P EOP EO P EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPWT WTR2-1 WORK AREA W21-7 W20-7a W3-4 FLAGGERWORK AREA 479 465 3004 2927 2920 523 505 2935 475 3000 2923 517 458 483 3008 2931 2926 511 3000 3000 3000 454 455 W21-7 W20-7aFLAGGER W3-4 RO W RO W RO W RO W RO W ROW ROW IN D E X A V E N E W2 1 - 7 W2 0 - 7 a FLAG G E RW3- 4 WORK AREA WT FLAGGERALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 4 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWNE 4TH STINDEX PL NEJEFFERSON AVE NEJEFF E R S O N A V E N E ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW EOPEOPEOPEOPEO PEOPEOPEOP EOPEOPNE 3 RD STEOPEOPEOPEOPEOPEOPWT WTR2-1 WORK AREA W21-5 W21-7 W21-5W21-7 W21-7 W21-7 W21- 7 R2-1 R2-1 408 2914 443 402 2920 447 2900 414 2908 409 451 3000 2811 2828 ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 5 14 4/23/2021 AB AG MFP21001830 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP WT W21-7W20-5RW4-2R FAS W21-7 WORK AREA R2-1 NE 3RD ST ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND/AERIAL WORK] CONTROL TYPE: RIGHT LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 6 14 4/23/2021 AB AG TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE LOCATIONS ALONG NE 3RD ST, WHERE APPLICABLE MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWNE 3RD S T NE 3RD S T W21-7 W21-7 FAS FAS FLAGGERFLAGGERR2-1 W20-7a W20-7a WORK AREA WORK AREA WT W4-2R W20-5R W4-2R W20-5R WT ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 7 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW21-7 W20-5R W4-2R FAS W21-7 WORK AREA R2-1 NE 3RD ST WT ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: RIGHT LANE CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 8 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTR2-1 WORK AREA W21-7 W21-7 W20-7a W20-7aFLAGGERFLAGGER W3-4 W3-4 W21-7W20-7a FLAGGERW3-4EDMONDS AVE SEEDMONDS AVE SENE 1ST ST ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 9 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1 WORK AREA NE 1ST ST W21-5W21-7 W21-5 W21-7 WT ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 10 14 4/23/2021 AB AG MFP21001830 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP WT R2-1 WORK AREA W21-7 W21-7W20-7a W20-7a FLAGGERFLAGGERW3-4 W3-4 ALLEY ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: FLAGGING SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 11 14 4/23/2021 AB AG TRAFFIC CONTROL PLAN TO BE USED IN MULTIPLE LOCATIONS IN NEIGHBORHOOD ALLEY, WHERE APPLICABLE MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTR2-1 WORK AREAGLENNWOOD PL SEW21-5 W21-7 W21-5 W21-7 ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 12 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTR2-1 WORK AREA INDEX AVE SEW21-5 W21-7 W21-5 W21-7 ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 13 14 4/23/2021 AB AG MFP21001830 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTR2-1 WORK AREAINDEX AVE SEW21-5 W21-7 W21-5 W21-7 ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THEFEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST COMCAST N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND] CONTROL TYPE: SHOULDER CLOSURE SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 TCP 14 14 4/23/2021 AB AG MFP21001830 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -OVERVIEW 5-9 -DESIGNTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 144 CT FIBER: 5,841 FT + 20% STORAGE = 7,009 FT 48 CT FIBER: 1,448 FT + 20% STORAGE = 1,738 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATEDN SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (3)= TOTAL FOOTAGE = 0 FT. 4,484 FT. 0 FT. 1,515 FT. 75 FT. 6,074 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 1,215 FT. 1,215 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =7,289 FT. 1. TIE IN AND PLACE NEW MID-SHEATH 2. OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND 3. PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' 4. PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT 5. TIE IN AND PLACE (1) 48CT STRAP TO NEW CASE SP.WAKV.0655 6. PROOF & PULL (1) 48CT FIBER THOUGH EXISTING CONDUIT 7. PLACE NODE TOTAL # POLES: 25 DISTRIBUTION POLE(S): 24 TRANSMISSION POLE(S): 1 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST CANNON COMPANIES Alex Gaunt - (206)-856-3583 - agaunt@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com 3201 NE 7TH ST RENTON, WA 98056 WARNTNH06800 2X2 OFF RN28C JB#0000275913 MFP21001830This 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 Pre-Construction Meeting is Required RESTORATION PER CITY OF RENTON STANDARDS 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. OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 GENERAL NOTES 2 9 4/23/2021 AB AG COMCAST MFP21001830 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 BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA 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 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE C CCAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL EOP P P TS TS C C D D DD DD DD DD DD DD G G W W T T ST ST S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH PROPOSED NEW AERIAL STRAND ROW OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 LEGEND 3 9 4/23/2021 AB AG COMCAST MFP21001830 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS V V V V 341' 79' 112'53' V R25' 216'142' 166 ' 165 ' 150 '215'232'160'145'81'172' 140' 147' 285'149'132'505' 181' 377' 383' 367' 182' 224' 73'258' 519 ' R25' R25' V V V VV V 233' 222' 82' 156' 170' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 OVERVIEW 4 9 4/23/2021 AB AG COMCAST N SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 MFP21001830 2818 EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROWROW ROWROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROWROW ROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROWROWROWEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOP EOP EOPEOPEOPEOPEOP EOP ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW NE 7TH PL MONROE AVE NEINDEX PL NEMONROE AVE NEMONROE AVE NENE 7TH S T KIRKLAND AVE NENE 7TH ST INDEX AVE NENE 6TH PL NE 6TH PLKIRKLAND AVE NENE 7TH ST INDEX PL NEJEFFERSON AVE NENE 8TH ST INDEX PL NENE 7TH S T ROW ROW ROWROWROWROWROWROW ROWROW ROW ROW ROW ROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPKIRKLAND AVE NEJEFFERS O N A V E N E 1 2 620 668 662 645 647 2908 2907 710 2921 2917 2925 702 3013 667 654 3300 3318 3313 613 3032 3304 2826 612 3020 3322 3312 2826 689 658 3029 2924 697 3307 3000 2913 2905 3301 629 3005 663 3306 650 2902 639 655 759 640 3307 609 604 3028 650 2900 3310 3019 622 3306 632 758 625 671 3000 666 2818 756 683 3033 3319 630 3009 659 3301 716 3312 3319 3301 626 2906 651 755 3316 3318 660 605 608 30242823 662 654 3025 3300 2912 693 3313 3110 3307 633 3000 621 3001 667 2908 704 708 2820 2832 3000 0 3000 3000 3000 3000 0 0 2906 2820 2815 2821 2823 2900 2817 616 653 651 3201 656 632 626 624 2814 2905 2907 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 216'142'166'165'150'232'OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 5 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 EOPEOPEOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW EOP EOP EO P EOP EO P EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP ROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROWINDEX AVE NEMONROE AVE NEINDEX AVE NENE 6TH ST JEFFERSON AVE NENE 5 T H P L IND E X A V E N E NE 5 TH P LINDEX PL NENE 6TH ST ROW ROW ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROWROWROWROWROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOP EOPEOP EOP EOP KIRKLAND AVE NEJEFFERSON AVE NEINDEX P L N E EOPEOPEOPEOPEOPEOPEOP2 3 3 CONSTRUCTION NOTES 540 546 552 555 553 557 549 551 479 579 454 497 556 465 459 3004 600 3309 547 2936 2927 601 2920 571 559 2913 504 523 2907 462 505 617 2935 450 475 562 2912 2925 455 483 455 3000 567 530 528 2923 577 522 2915 517 2905 555 500 2916 2914 560 458 501 483 583 534 463 3008 566 3303 2931 572 2926 2919 2906 554 508 563 551 466 511 3000 3000 3000 500 432 450 3000 3000 3000 500 500 0 0 558 2909 608 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 3 215'160'145'81'172'140' 147'285'OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 6 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 EOPEOPEOPEOP 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW MONROE AVE NEEOP 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 EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROW ROW ROW EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROW ROWROWROW EOPEOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW MONROE AVE NENE 4TH ST NE 4TH STINDEX PL NEJEFFERSON AVE NENE 4TH ST JEFFE R S O N A V E N E ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROW FLFLFLFLFL FLFLFLFLFLFLFL FLFLFLFLFLFLFL FLFLFLFLFL ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPNE 3 R D ST JEFFERSON AVE NEEOP EOPEOPEOP EOPEOPEOPEOPEOP 2 4 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 401 350 3131 408 3209 2914 443 450 455 402 414 2920 447 31232900 414 2908 409 451 3000 3000 2811 2828 0 3001 0 3205 408 3 149'132'505' R25' R25' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 7 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 2307 2307 ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP 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 EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWEOPEOPEOPEOP ROW ROWROWEOPEOPEOPEOPEOP ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW NE 2ND PL EDMONDS AVE NE NE 3RD S T NE 4T H S T EDMONDS AVE NEROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWEOP EOPEOPEOPEOPEOP EOPEOP ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP NE 3RD S T NE 3RD S T 4 2 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 2631 2509 249 243 237 2504 2510 2516 2528 2556 2522 2562 2550 2568 2574 2829 260 271 2602 2615 240 2307 245 253 2608 268 254 2603 2811 251 265 2609 2828 2614 262 259 248 234 2580 2619 2617 2513 2607 2513 2503 2601 2613 2609 2511 2501 2517 2611 2603 2515 2811 2811 2811 2828 2811 2811 2811 0 2507 2307 2307 2307 2307 2307 2307 2307 3 V R25' 181' 377' 383' 367' 182' 224'73'258'519' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 8 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 ROW ROW ROWROWROWROWROWROWROWROW ROW ROWROW ROW EOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROWROW ROW ROW ROWROW ROW ROW ROWROWROWROW ROW ROW ROWROWROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROWROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWEOPEOPEOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROWEOPEOPEOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOPEOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROWROWROWROW ROW ROW ROW ROW ROWROW ROW FERNDALE AVE NEGLENNWOOD PL NEGLENNWOOD AVE SEFERNDALE AVE NEFERNDALE AVE SENE 2N D S T FERNDALE CT NEEDMONDS AVE NENE 1 S T S T FERNDALE CT NENE 1ST S T NE 2ND STEDMONDS PL NENE 1 S T S T ROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROWROW ROW ROW ROWROW ROW ROW ROWROWROWROW ROW ROW ROWROWROW ROW ROW ROW ROW ROW ROWEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROW ROW ROW ROW ROW ROWROW ROW EOP EOPEOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOPEOPEOP EOPEOP EOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOPEOP EOP EOPEDMONDS AVE NEACCESS RDEOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 4 5 7 UNABLE TO LOCATE VAULT. WILL REQUIRE ADVANCE PROOFING TAP PED TAP PED RESET DOG HOUSE VAULT NEEDS TO BE BLOWN TAP PED RESET DOG HOUSE BULLET PED 6 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 2501 2505 2501 201 207 213 219 231 225 112 162 119 2612 118 221 223 220 102 101 122 153 2630 239 241 117 119 104 2709 2714 100 103 165 2817 2629 176 151 2835 2611 158 236 256 108 106 156 131 2618 112 227 229 173 152 107 2600 130 208 211 232 109 105 107 116 2725 2702 2823 2623 170 153 2805 2703 2720 157 2841 2605 152 228 230 250 118 166 113 2606 124 215 217 226 115 104 100 150 137 2624 233 235 111 113 110 2715 2708 106 159 2811 2635 2726 242 2627 2829 2617 164 2621 121 163 2847 2601 136 222 218 238 2603 206 224 216 2529 244 205 2513 2535 2615 2536 212 2524 2507 247 200 2519 2523 2609 2517 2530 2511 165 3 V V V V 34 1 ' 79' 11 2 ' 53' V V V VV V 233' 22 2 ' 82' 15 6 ' 170 ' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 9 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 4/27/2021 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000275913 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 1. TIE IN AND PLACE NEW MID-SHEATH 2. OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND 3. PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' 4. PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT 5. TIE IN AND PLACE (1) 48CT STRAP TO NEW CASE SP.WAKV.0655 6. PROOF & PULL (1) 48CT FIBER THOUGH EXISTING CONDUIT 7. PLACE NODE Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Rhonda Resnik. Thank you for your consideration in this matter. Rhonda Resnik Permit Coordinator Comcast Cable Communications Management o 253-864-4246 | e Rhonda_Resnik@comcast.com May 25, 2021 Rhonda Resnik Comcast Cable Communications Management 410 Valley Ave NW Puyallup, WA 98371 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#275913, MFP21001830, 3201 NE 7th St) Dear Ms. Resnik: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction, Inc. overlash 144ct fiber in four locations for a total of approximately 4,484 lineal feet to existing Puget Sound Energy (PSE) poles. The four locations in the City are on: 1. The south side of NE 7th Street for approximately 216 lineal feet and 2. The west side of Kirkland Ave NE for approximately 1,915 lineal feet and 3. The west side of Jefferson Ave NE for approximately 566 lineal feet and 4. The north side of NE 3rd St for approximately 1,787 lineal feet. See the enclosed Site Plan showing the proposed overlashing limits. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast is required to obtain all necessary private utility easements for work on private property. Comcast Job JB#275913 Page 2 of 2 May 25, 2021 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 the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, June 8, 2021. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Enclosures: Site Plan 2818 EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROWROW ROWROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROWROW ROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROWROWROWEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOP EOP EOPEOPEOPEOPEOP EOP ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW NE 7TH PL MONROE AVE NEINDEX PL NEMONROE AVE NEMONROE AVE NENE 7TH S T KIRKLAND AVE NENE 7TH ST INDEX AVE NENE 6TH PL NE 6TH PLKIRKLAND AVE NENE 7TH ST INDEX PL NEJEFFERSON AVE NENE 8TH ST INDEX PL NENE 7TH S T ROW ROW ROWROWROWROWROWROW ROWROW ROW ROW ROW ROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPKIRKLAND AVE NEJEFFERS O N A V E N E 1 2 620 668 662 645 647 2908 2907 710 2921 2917 2925 702 3013 667 654 3300 3318 3313 613 3032 3304 2826 612 3020 3322 3312 2826 689 658 3029 2924 697 3307 3000 2913 2905 3301 629 3005 663 3306 650 2902 639 655 759 640 3307 609 604 3028 650 2900 3310 3019 622 3306 632 758 625 671 3000 666 2818 756 683 3033 3319 630 3009 659 3301 716 3312 3319 3301 626 2906 651 755 3316 3318 660 605 608 30242823 662 654 3025 3300 2912 693 3313 3110 3307 633 3000 621 3001 667 2908 704 708 2820 2832 3000 0 3000 3000 3000 3000 0 0 2906 2820 2815 2821 2823 2900 2817 616 653 651 3201 656 632 626 624 2814 2905 2907 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 216'142'166'165'150'232'OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 5 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 EOPEOPEOP EOP EOP EOP EOP EOP EOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW EOP EOP EO P EOP EO P EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOP ROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROWINDEX AVE NEMONROE AVE NEINDEX AVE NENE 6TH ST JEFFERSON AVE NENE 5 T H P L IND E X A V E N E NE 5 TH P LINDEX PL NENE 6TH ST ROW ROW ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROWROWROWROWROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOP EOPEOP EOP EOP KIRKLAND AVE NEJEFFERSON AVE NEINDEX P L N E EOPEOPEOPEOPEOPEOPEOP2 3 3 CONSTRUCTION NOTES 540 546 552 555 553 557 549 551 479 579 454 497 556 465 459 3004 600 3309 547 2936 2927 601 2920 571 559 2913 504 523 2907 462 505 617 2935 450 475 562 2912 2925 455 483 455 3000 567 530 528 2923 577 522 2915 517 2905 555 500 2916 2914 560 458 501 483 583 534 463 3008 566 3303 2931 572 2926 2919 2906 554 508 563 551 466 511 3000 3000 3000 500 432 450 3000 3000 3000 500 500 0 0 558 2909 608 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 3 215'160'145'81'172'140' 147'285'OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 6 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 EOPEOPEOPEOP 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW MONROE AVE NEEOP 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 EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROW ROW ROW EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROW ROWROWROW EOPEOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW MONROE AVE NENE 4TH ST NE 4TH STINDEX PL NEJEFFERSON AVE NENE 4TH ST JEFFE R S O N A V E N E ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROW FLFLFLFLFL FLFLFLFLFLFLFL FLFLFLFLFLFLFL FLFLFLFLFL ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPNE 3 R D ST JEFFERSON AVE NEEOP EOPEOPEOP EOPEOPEOPEOPEOP 2 4 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 401 350 3131 408 3209 2914 443 450 455 402 414 2920 447 31232900 414 2908 409 451 3000 3000 2811 2828 0 3001 0 3205 408 3 149'132'505' R25' R25' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 7 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 2307 2307 ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP 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 EOP EOP EOP EOP EOP EOP EOP EOP EOP ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWEOPEOPEOPEOP ROW ROWROWEOPEOPEOPEOPEOP ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW NE 2ND PL EDMONDS AVE NE NE 3RD S T NE 4T H S T EDMONDS AVE NEROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROWEOP EOPEOPEOPEOPEOP EOPEOP ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP NE 3RD S T NE 3RD S T 4 2 CONSTRUCTION NOTES TIE IN AND PLACE NEW MID-SHEATH OVERLASH (1) 144CT FIBER TO EXISTING AERIAL STRAND PLACE (1) 144CT SHEATH 200' STORAGE EVERY 1500' PROOF & PULL (1) 144CT FIBER THROUGH EXISTING CONDUIT TIE IN AND PLACE (1) 48CT STRAP F/SP.WAKV.0204 TO NEW CASE SP.WAKV.0655 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE NODE 1 2 3 4 5 6 7 2631 2509 249 243 237 2504 2510 2516 2528 2556 2522 2562 2550 2568 2574 2829 260 271 2602 2615 240 2307 245 253 2608 268 254 2603 2811 251 265 2609 2828 2614 262 259 248 234 2580 2619 2617 2513 2607 2513 2503 2601 2613 2609 2511 2501 2517 2611 2603 2515 2811 2811 2811 2828 2811 2811 2811 0 2507 2307 2307 2307 2307 2307 2307 2307 3 V R25' 181' 377' 383' 367' 182' 224'73'258'519' OF DATE REVISION BY QC CANNON COMPANIES 0000275913WARNTNH06800 2X2 OFF RN28C 134 INDEX AVE SE RENTON, WA 98056 DESIGN 8 9 4/23/2021 AB AG COMCAST N SCALE: 1"=100' 0'50'100'200' MFP21001830 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP21001830 Engineering 1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". 3 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 4 A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. Page 1 of 1