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HomeMy WebLinkAboutMFP21001757.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21001757 IVR Number: 21001757 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/09/2021Application Date:3449800330Parcel Number: 2514 LYNNWOOD AVE NE Permit Type:05/05/2021Issue Date:Franchise Permit Work Class:05/05/2022Expiration Date:Major Utility Job Number: 541590Franchise Type:Cable Description: COMCAST TO TIE IN CASE SP.WAKV.0559. BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER. SET (1) NEW 24" X 36" VAULT. REMOVE EXISTING TAP PEDA ND DIG DID BACK TO NEW VAULT. PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER. TIE IN. OVERLASH 48CT FIBER. PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER. PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT. NEW SPLICE CASE FROM STORAGE. POTHOLE ALL EXISTING UTILITIES. 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 JB0000541590 Rhonda Resnik 253-864-4246 Rhonda_Resnik@comcast.com 2514 LYNNWOOD AVE NE, RENTON, WA 98056 TIE IN CASE SP.WAKV.0559. BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER. SET (1) NEW 24" X 36" VAULT. REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT. PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER. ----- TIE IN. OVERLASH 48CT FIBER. PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER. PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT. NEW SPLICE CASE FROM STORAGE. 602 Cannon Construction Inc - Shannon Heaton 253-922-2787 ext 258 601590363 20838 4/9/2021 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 Scott Warlick MFP21001757 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 5/5/2021 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 JB0000541590 - ROMAN KHOMLYAK 2514 LYNNWOOD AVE NE, RENTON, WA 98056 Monday Friday 8:00am 3:00pm BORE CONDUITS AND PULL FIBER REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT. OVERLASH FIBER. PROOF AND PULL THROUGH RISER AND CONDUIT. Cannon Construction Inc 253 922 2787 Shannon Heaton sheaton@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP21001757 Scott Warlick CED 5/5/2021 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 4/9/2021 EOPEOPEO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE O P E O P EOPEOPEOPEOPE O P EOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEO P EO P E O P EO P EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW2540 2521 2530 2514 3519 9818 9827 12419 12515 12506 9837 9817 9824 12414 12514 9840 12429 12507 12503 9834 12500 2513 2522 3207 3512 2529 2505 2547 2522 3507 2504 2330 3219 2401 2406 3526 3201 3518 2519 2506 2535 2515 3525 2516 3501 3231 2331 3213 3506 2523 3212 2507 2407 3524 2541 2527 3513 2510 2336 3225 2341 3520 NE 24TH CT L Y N NW O O D A V E N E SE 100TH ST OLYMPIA AVE NEMONROE CT NE124TH AVE SENE 25TH ST DRIVEWAYFLAGGERFLAGGERWTWT WTWT W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 S P E E D L I M I T : 2 5 M P H SPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPHFLAGGERW20-1SPOTTERFLAGGERSPOTTER N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 1 7 [UNDERGROUND WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA MFP21001757 EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPE O P EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW3802 1820 1814 1808 1802 1736 1723 1729 1735 1803 1809 1813 3719 3725 3731 1825 1819 1813 1807 1801 1804 1810 1816 1904 3804 0 0 0 1900 1908 3718 1909 1910 3706 1822 1901 3712 1912 3709 3630 1905 3807QUEEN PL NEQUEEN AVE NEREDMOND PL NENE 19TH STREDMOND AVE NEQUEEN CT NENE 19TH ST WT WT WTFLAGGER SPOTTERFLAGGERFLAGGERFLAGGERW20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 SPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH SPOTTERN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 2 7 [AERIAL WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA MFP21001757 EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPE O P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROW1919 3802 1719 1713 3719 3725 3731 1825 1819 1813 1807 1801 1804 1810 1816 1904 3804 0 0 0 0 1892 1714 1908 3718 1909 1805 3914 1911 1918 1929 1802 1910 3706 1822 1901 1915 1893 3919 1909 4000 3908 3712 19171912 1930 1899 3709 3810 1905 3807 1715 3839 1901 3902 SHELTON CT NESHELTON AVE NEQUEEN PL NENE 19TH STQUEEN AVE NEREDMOND CT NENE 19TH ST REDMOND AVE NEWT WT WTFLAGGER FLAGGERFLAGGERW20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH SPOTTERN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 3 6 [UNDERGROUND WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA R 7 MFP21001757 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPE O P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW4011 1719 1713 1707 1701 1627 1621 1615 1819 1813 1807 1555 0 3906 1892 4019 1714 1603 4001 1703 1805 1807 4003 4012 4037 3902 1802 1609 4013 1602 1709 1813 3919 4001 4000 4025 3910 1710 1899 4007 1615 1715 3807 1801 1715 3839 4031 4006 NE 17TH STREDMOND PL NENE 18TH STSHELTON AVE NEREDMOND CT NEWTW20-1 W20-7a W3-4 W20-1W20-7a W3-4FLAGGER FLAGGERWTWTSPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH W20-1 W20-7a W3-4FLAGGERN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 4 7 [UNDERGROUND WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA WORK AREA MFP21001757 EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW4011 0 1555 1555 1555 1555 3906 4019 1714 4001 1555 4109 4003 4037 3902 4125 1709 4013 1700 1602 1724 4025 3910 1710 4007 1609 4117 1715 4031 NE 18TH ST W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 W20-1 W20-7a W3-4 FLAGGERFLAGGERFLAGGERFLAGGERWTWT WTWT WTWTNE 17TH ST NE 17TH ST UNION AVE NESPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 5 7 [UNDERGROUND WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA WORK AREA MFP21001757 EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW4011 0 3906 4213 1892 4123 4019 1714 1721 4001 4133 4132 1703 1808 4109 4003 4012 4037 3902 1802 4125 4202 1709 4013 4209 1712 1700 1602 1724 1729 3919 4001 4000 4025 3910 1710 4131 4007 4205 1715 4201 1704 4100 1735 4117 4212 1715 1800 1801 1732 4031 4006 NE 19TH ST NE 17TH ST WHITMAN AVE NE W20-1 W21-5 W20-1 W20-1 W20-1WTWTNE 17TH ST UNION AVE NESPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPH N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 6 7 [AERIAL WORK]CONTROL TYPE: SHOULDER WORK LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA MFP21001757 EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOPEOPEOPEOPEOPROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW4020 40244014 40084002 0 1923 1892 4123 1924 1913 1906 1901 1950 1808 1807 1908 3914 1954 4108 4203 4012 1911 4211 1929 1802 1918 1909 1901 1915 1900 1813 1729 1919 3919 4001 4004 4200 2001 4102 4000 3908 1917 1930 4151 1919 4131 1912 4205 1735 1916 1907 1800 4157 1801 4010 4219 4208 1732 1911 4106 1958 4006 3902 NE 19TH STSHELTON CT NEVASHON CT NEUNION AVE NESHELTON AVE NENE 19TH ST UNION AVE NESHELTON AVE NEW20-1 W20-1 W20-1 W20-1 W3-4 W20-7a W20-7a W3-4 W20-7a W3-4 W20-7a W3-4FLAGGERFLAGGERFLAGGERFLAGGERWTWTSPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPH SPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPHSPEED LIMIT: 25 MPHN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG TCP 7 7 [AERIAL WORK]CONTROL TYPE: FLAGGING SETUP LONGITUDINAL BUFFER SPACE (FT) = B SPEED LENGTH 155 25 200 30 250 35 305 40 360 45 425 50 495 55 570 60 780 65 840 70 MINIMUM TAPER LENGTH (FT) = L LANE WIDTH (FT) POSTED SPEED LIMIT (MPH) 105 115 125 150 160 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 780 - 840 25 30 35 40 45 50 55 60 65 70 10 11 12 - --- ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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. WORK AREA WORK AREA MFP21001757 © 2021 Microsoft Corporation © 2021 TomTom SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -OVERVIEW 5-9 -DESIGN 10 -RESTORATION 11 -CROSS SECTION 12 -SITE PHOTOS BILL OF MATERIALS*: CONTACTS: PROJECT MAP: ·TIE IN CASE SP.WAKV.0559 ·BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER ·SET (1) NEW 24" X 36" VAULT ·REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT ·PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER STRAP ·TIE INTO EXISTING SPLICE CASE SP.WAKV.0097 [KV07S.11A.2B.1A] ·OVERLASH 48CT FIBER ·PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER ·PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT ·INSTALL NEW SPLICE CASE FROM STORAGE NEW AERIAL =0 FT. OVERLASH =1401 FT. NEW UNDERGROUND =602 FT. EXISTING UNDERGROUND =1019 FT. RISER (2)=50 FT. TOTAL FOOTAGE =3072 FT. PROJECT DESCRIPTION - ROW * ·48 CT FIBER: 3072 FT + 20% STORAGE = 3687 FT CONTACT Roman Khomlyak - (425) 829-4740 - khomlyak@hotmail.com Review: COMCAST JB0000541590 METRO-E RETAIL ROMAN KHOMLYAK 2514 LYNNWOOD AVE NE RENTON, WA 98056 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 CANNON COMPANIES Todd Gallant - (253) 468-5971 - tgallant@cannonconstructioninc.com COMCAST COMMUNICATION Kyle Kinney - (253)-235-7016 - Kyle_Kinney@cable.comcast.com WORK AREA THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON CONSTRUCTION. * ALL FOOTAGES AND MATERIALS ARE ESTIMATED PROJECT DESCRIPTION - SITE * NEW BUILDING PATHWAY =0 FT. EXISTING BUILDING PATHWAY =0 FT. NEW UNDERGROUND =0 FT. EXISTING UNDERGROUND =0 FT. TOTAL FOOTAGE =0 FT. TOTAL PROJECT FOOTAGE =3072 FT. N WORK AREA MFP21001757This 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 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. STANDARD GENERAL NOTES OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG GENERAL NOTES 2 12 MFP21001757 EOP ROW EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES STRAW WATTLES LT CW 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'DISTANCE DIMENSION (FT) 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 P P TS TS C C D D DD DD DD DD DD DD G G W W T T ST ST CB CB P V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH/BORE PROPOSED NEW AERIAL STRAND SS SS FH R OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG LEGEND 3 12 MFP21001757 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom DH 48CT 12CT P P P P P 127'141'181'226'91'R 25'271'123'76'258'138'143'10'219'202'214'R 25'POLE 1 POLE 2 POLE 3 POLE 4 POLE 5 POLE 6 POLE 7POLE 8POLE 9POLE 10TH OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT (TYPICAL) TIE IN CASE SP.WAKV.0559 SET (1) NEW 24" X 36" VAULT PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL)48CT48CT 48CT 48CTR R 602' BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBERV TIE IN TO EXISTING SPLICE CASE: SP.WAKV.0097 [KV07S.11A.2B.1A] INSTALL NEW SPLICE CASE FROM STORAGE OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG OVERVIEW 4 12 N MFP21001757 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P E O P EOPEOPEOPEOPE O P EOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPE O P E O P E O P EO P EOP EOP EOPEOPEOPEOPEOP ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWRO ROWROWROWROWROWROWROWROWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW2521 2514 9847 9827 9837 2522 3207 2505 2522 2504 3201 2506 2515 2516 3231 3212 2507 2407 2527 2510 3225 NE 25TH ST L Y N NW O O D A V E N E OLYMPIA AVE NEMONROE CT NE124TH AVE SESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S SS S S S S S S S SSS S S S S S S S SSSSSSSSSSSSSSS SS SS SS SS SSSSSS SS SSS S S S SS SS SS SSSSSSSS SS SS SS SS SS SS SSSS SS SS S S S S S D DDDDDDDDDDDD D D D D D D DDDDDDDDDDDD D D D D D D D D D D D D D DDDDDDDDDDDDDDD D D D D D D D D D D DDDDDDDDDDDDDDDDDD D D WWWWWWWW W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W FH FHCB C B C B CB CB CB CB CBCBCBCB CB CB S SLSL SLSLS LDRIVEWAY D R I V EW A Y D R I V E W A Y DRIVEWAY DR I V E W A Y DRIVEWAY DRIVEWAY DRIVEWAYDR I V E W A Y D R I V EW A YDRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYLANDS C A P E LANDSCAPE LANDSCAPE L AND S C A P ELANDSCAPELANDSCAPELANDSCAPEL AND SC A P E LA N D S C A P E LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPEDRIVEWAYLANDSCAPEDRIVEWAYL A N D S C A P E LANDSCAPE LANDSCAPESIDEWALKSIDEWALK S ID EW A L K SI D E W A L K SIDEW A L K SIDEWALK SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALKSIDEWALKS ID EW A L K SI D EW A L KSIDEWALK NE 25TH ST STA 06+00STA 06+50STA 07+00STA 07+50STA 08+00STA 08+50STA 09+00STA 09+50STA 10+00STA 10+50STA 11+00STA 11+50 STA 12 + 0 0 STA 1 2 + 5 0 48 C T 48CT12CT TIE IN CASE SP.WAKV.0559 BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER SET (1) NEW 24" X 36" VAULT PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT STA 1 2 + 2 2 11'11'4'TH 10' 13' 9'VN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 5 12 CSWPP LEGEND CATCH BASIN WITH SOCK NATIVE TRENCH MATERIAL SHALL BE COVER WITH PROTECTIVE TARP AND SECURED WITH SANDBAGS TO PREVENT RAIN WATER ABSORPTION CB PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555. POTHOLE DISCLAIMER POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION. LOCATION STATION START STATIONING STARTS AT 06+00 AT THE INTERSECTION OF NE 25TH ST & 124TH AVE SE SCALE: 1" =40' 0'20'40'80' 602' MFP21001757 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROW ROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW1820 1814 1808 1809 3611 3617 1813 3719 3725 3731 1816 1900 10512 1908 3718 1909 3706 1822 1901 1915 3712 1912 3709 3630 1905 QUEEN PL NENE 19TH STQUEEN AVE NEREDMOND AVE NEQUEEN CT NENE 19TH ST 127' 141' 181' POLE 1 POLE 2 POLE 3 48CT TIE IN TO EXISTING SPLICE CASE: SP.WAKV.0097 [KV07S.11A.2B.1A] OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 6 12 MAKE READY: LOWER COMCAST TO 21'-1"MATCHLINESEE SHEET 7SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 1 PSE 318830-166997 NEUTRAL 29 5 N/A SECONDARY 28 0 N/A STREET LIGHT 27 1 N/A COMCAST 21 8 N/A TELCO 20 4 N/A COMM1 19 4 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 2 PSE 318830-167008 SECONDARY 30 1 N/A COMCAST 21 1 N/A TELCO 20 1 N/A COMM1 18 10 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 3 PSE 318829-167024 SECONDARY 24 5 N/A COMCAST (FA)22 10 LOWER TO 21'-1" TELCO (WA)20 1 N/A COMM1 (FA)19 1 N/A D N Y N N TAG READS 318830-166994 MFP21001757 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW R 1919 3802 1825 1819 1813 1904 3804 0 0 1906 3914 1911 1918 1910 1900 3919 1909 3908 1917 1899 1912 3810 3807 1901 3902 SHELTON CT NESHELTON AVE NENE 19TH ST NE 19TH ST REDMOND PL NENE 19TH ST SHELTON AVE NEREDMOND CT NE226'91'R 25'271'POLE 4 POLE 5 POLE 6 48CT 48CTPROOF AND PULL 48CT FIBER THROUGH EXISTING RISER PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT (TYPICAL) OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 7 12MATCHLINESEE SHEET 6MATCHLINESEE SHEET 9MATCHLINE SEE SHEET 8 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 4 PSE 318826-167040 SECONDARY 28 4 N/A STREET LIGHT 25 9 N/A COMCAST 23 10 N/A TELCO (WA)22 8 N/A COMM1 21 1 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 5 PSE 318828-167061 SECONDARY 23 10 N/A COMCAST 19 4 N/A TELCO (WA)18 4 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 6 PSE 318828-167073 NEUTRAL 30 6 N/A SECONDARY 28 11 N/A STREET LIGHT 28 11 N/A COMCAST 21 4 N/A COMCAST (DROP)21 0 N/A TELCO 19 10 N/A D N N N N N N MFP21001757 EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRDH 4011 3906 1714 4001 4003 4012 4037 3902 1802 1700 4000 3910 1710 1715 4100 1801 4006 SHELTON AVE NENE 17TH ST UNION AVE NESHELTON AVE NENE 18TH ST P P P P P 123'76'258'138'143'10'219'202'R 25'POLE 7POLE 848CT48CT 48CTPROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT (TYPICAL) PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 8 12 MAKE READY: LOWER COMCAST TO 16'-4" MATCHLINE SEE SHEET 9MATCHLINESEE SHEET 7 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 7 PSE 318788-167125 SECONDARY 19 8 N/A STREET LIGHT 19 1 N/A COMCAST 18 1 LOWER TO 16'-4" D N N Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 8 PSE 318806-167125 SECONDARY 23 10 N/A COMCAST 20 4 N/A D N N MFP21001757 EOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROW4123 1913 1906 1901 1808 1908 4108 1918 1909 1901 1915 1900 1813 1919 4001 4004 4102 4131 1912 1907 1800 4010 1911 4106 NE 19TH ST VASHON CT NENE 19TH ST UNION AVE NEUNION AVE NE214'POLE 9POLE 1048CTOVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) INSTALL NEW SPLICE CASE FROM STORAGE N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 9 12MATCHLINESEE SHEET 7MATCHLINE SEE SHEET 8 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 9 PSE 318822-167125 SECONDARY 26 6 N/A STREET LIGHT 20 8 N/A COMCAST 19 4 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 10 PSE 318847-167125 SECONDARY 23 6 N/A COMCAST 20 0 N/A D N N MFP21001757 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P E O P EOPEOPEOPEOPE O P EOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEO P E O P E O P EO P EO P EOP EOPEOPEOPEOPEOP ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW2521 2514 9847 9827 9837 2522 3207 2505 2522 2504 3201 2506 2515 2516 3231 3212 2507 2407 2527 2510 NE 25TH ST L Y N NW O O D A V E N E OLYMPIA AVE NEMONROE CT NE124TH AVE SESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S SS S S S S SS S S S S S SSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSS SSS S S S SS SS SS SSSSSSSS SS SS SS SS SS SS SSSS SS SS S S S S S D DDDDDDDDDDDD D D D D D D DDDDDDDDDDDD D D D D D D D D D D D D D D DDDDDDDDDDDDDDD D D D D D D D D D D DDDDDDDDDDDDDDDDDD D D WWWWWWWW W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W FH FHCB C B C B CB CB CB CB CBCBCBCBCB CB S SLSL SLSLS LDRIVEWAY D R I V EW A Y D R I V E W A Y DRIVEWAY DR I V E W A Y DRIVEWAY DRIVEWAY DRIVEWAYDR I V E W A Y D R I V E W A YDRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYLANDS C A P E LANDSCAPE LANDSCAPE L A ND SC A P ELANDSCAPELANDSCAPELANDSCAPEL AN D SC A P E LA N D S C A P E LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPELANDSCAPEDRIVEWAYLANDSCAPEDRIVEWAYL A N D S C A P E LANDSCAPE LANDSCAPESIDEWALKSIDEWALKS I D EW A L K SI D E W A L K SIDEW A L K SIDEWALK SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALKSIDEWALKS ID EW A L K S I D EW A L KSIDEWA LK NE 25TH ST STA 06+00STA 06+50STA 07+00STA 07+50STA 08+00STA 08+50STA 09+00STA 09+50STA 10+00STA 10+50STA 11+00STA 11+50STA 12 + 0 0 STA 1 2 + 5 0 STA 1 2 + 2 25' 5' 5'5'N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG RESTORATION 10 12 RESTORATION NOTES LANDSCAPE RESTORATION PER CITY OF RENTON SPECIFICATIONS1 STATION START STATIONING STARTS AT 06+00 AT THE INTERSECTION OF NE 25TH ST & 124TH AVE SE CSWPP LEGEND CATCH BASIN WITH SOCK NATIVE TRENCH MATERIAL SHALL BE COVER WITH PROTECTIVE TARP AND SECURED WITH SANDBAGS TO PREVENT RAIN WATER ABSORPTION CB PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555. POTHOLE DISCLAIMER POTHOLE IS SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION. LOCATION SCALE: 1" =40' 0'20'40'80' 1 1 MFP21001757 67'35'113'10' Ø 12" STORM @ 392" DEPTH Ø 8" SEWER @ 385" DEPTH Ø 24" STORM @ 387" DEPTH Ø 12" STORM @ 386" DEPTH Ø 12" STORM @ 386" DEPTH Ø 8" WATER @ UNK DEPTH Ø 6" SEWER @ UNK DEPTH Ø 6" SEWER @ UNK DEPTH Ø 6" SEWER @ UNK DEPTH 584' Ø 6" SEWER @ UNK DEPTH 99'55'85'8'83' PROPOSED BORE PROPOSED NEW VAULT TIGER HOUSE ASPHALT ROADWAY LANDSCAPELANDSCAPE 36"BORE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: NOT TO SCALE 14'15' OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG CROSS SECTION 11 12 MFP21001757 V BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER TIE IN CASE SP.WAKV.0559 BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT SET (1) NEW 24" X 36" VAULT PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER 1 NE 25TH ST TIE IN LOCATION AND BORE PATH 2 2514 LYNNWOOD AVE NE BORE PATH AND NEW VAULT LOCATION OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG SITE PHOTOS 12 12 MFP21001757 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 4/23/2021 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for 0000541590 To whom it may concern: Cannon Construction has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to · TIE IN CASE SP.WAKV.0559 · BORE (2) 2" CONDUITS AND PULL (1) 48CT FIBER · SET (1) NEW 24" X 36" VAULT · REMOVE EXISTING TAP PED AND DIG DID BACK TO NEW VAULT · PLACE (1) TRANSITION CASE AND TRANSITION FROM 48CT TO 12CT FIBER STRAP · TIE INTO EXISTING SPLICE CASE SP.WAKV.0097 [KV07S.11A.2B.1A] · OVERLASH 48CT FIBER · PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER · PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT · INSTALL NEW SPLICE CASE FROM STORAGE 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 5, 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#541590, MFP21001757, 2514 Lynnwood Ave N) 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 48ct fiber in two locations for a total of approximately 1401 lineal feet to existing Puget Sound Energy (PSE) poles. The two locations in the City are on: 1. The south side of NE 19th Street for approximately 766 lineal feet and 2. The east side of Union Avenue NE for approximately 635 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#541590 Page 2 of 2 May 5, 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, May 19, 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 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROW ROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW1820 1814 1808 1809 3611 3617 1813 3719 3725 3731 1816 1900 10512 1908 3718 1909 3706 1822 1901 1915 3712 1912 3709 3630 1905 QUEEN PL NENE 19TH STQUEEN AVE NEREDMOND AVE NEQUEEN CT NENE 19TH ST 127' 141' 181' POLE 1 POLE 2 POLE 3 48CT TIE IN TO EXISTING SPLICE CASE: SP.WAKV.0097 [KV07S.11A.2B.1A] OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 6 12 MAKE READY: LOWER COMCAST TO 21'-1"MATCHLINESEE SHEET 7SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 1 PSE 318830-166997 NEUTRAL 29 5 N/A SECONDARY 28 0 N/A STREET LIGHT 27 1 N/A COMCAST 21 8 N/A TELCO 20 4 N/A COMM1 19 4 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 2 PSE 318830-167008 SECONDARY 30 1 N/A COMCAST 21 1 N/A TELCO 20 1 N/A COMM1 18 10 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 3 PSE 318829-167024 SECONDARY 24 5 N/A COMCAST (FA)22 10 LOWER TO 21'-1" TELCO (WA)20 1 N/A COMM1 (FA)19 1 N/A D N Y N N TAG READS 318830-166994 MFP21001757 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW R 1919 3802 1825 1819 1813 1904 3804 0 0 1906 3914 1911 1918 1910 1900 3919 1909 3908 1917 1899 1912 3810 3807 1901 3902 SHELTON CT NESHELTON AVE NENE 19TH ST NE 19TH ST REDMOND PL NENE 19TH ST SHELTON AVE NEREDMOND CT NE226'91'R 25'271'POLE 4 POLE 5 POLE 6 48CT 48CTPROOF AND PULL 48CT FIBER THROUGH EXISTING RISER PROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT (TYPICAL) OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 7 12MATCHLINESEE SHEET 6MATCHLINESEE SHEET 9MATCHLINE SEE SHEET 8 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 4 PSE 318826-167040 SECONDARY 28 4 N/A STREET LIGHT 25 9 N/A COMCAST 23 10 N/A TELCO (WA)22 8 N/A COMM1 21 1 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 5 PSE 318828-167061 SECONDARY 23 10 N/A COMCAST 19 4 N/A TELCO (WA)18 4 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 6 PSE 318828-167073 NEUTRAL 30 6 N/A SECONDARY 28 11 N/A STREET LIGHT 28 11 N/A COMCAST 21 4 N/A COMCAST (DROP)21 0 N/A TELCO 19 10 N/A D N N N N N N MFP21001757 EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRDH 4011 3906 1714 4001 4003 4012 4037 3902 1802 1700 4000 3910 1710 1715 4100 1801 4006 SHELTON AVE NENE 17TH ST UNION AVE NESHELTON AVE NENE 18TH ST P P P P P 123'76'258'138'143'10'219'202'R 25'POLE 7POLE 848CT48CT 48CTPROOF AND PULL 48CT FIBER THROUGH EXISTING OCCUPIED 2" CONDUIT (TYPICAL) PROOF AND PULL 48CT FIBER THROUGH EXISTING RISER OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 8 12 MAKE READY: LOWER COMCAST TO 16'-4" MATCHLINE SEE SHEET 9MATCHLINESEE SHEET 7 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 7 PSE 318788-167125 SECONDARY 19 8 N/A STREET LIGHT 19 1 N/A COMCAST 18 1 LOWER TO 16'-4" D N N Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 8 PSE 318806-167125 SECONDARY 23 10 N/A COMCAST 20 4 N/A D N N MFP21001757 EOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROW4123 1913 1906 1901 1808 1908 4108 1918 1909 1901 1915 1900 1813 1919 4001 4004 4102 4131 1912 1907 1800 4010 1911 4106 NE 19TH ST VASHON CT NENE 19TH ST UNION AVE NEUNION AVE NE214'POLE 9POLE 1048CTOVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND (TYPICAL) INSTALL NEW SPLICE CASE FROM STORAGE N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST ROMAN KHOMLYAK 0000541590 2514 LYNNWOOD AVE NE RENTON, WA 98056 03/30/2021 AO TG DESIGN 9 12MATCHLINESEE SHEET 7MATCHLINE SEE SHEET 8 SCALE: 1" =40' 0'20'40'80' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 9 PSE 318822-167125 SECONDARY 26 6 N/A STREET LIGHT 20 8 N/A COMCAST 19 4 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 10 PSE 318847-167125 SECONDARY 23 6 N/A COMCAST 20 0 N/A D N N MFP21001757 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP21001757 Engineering 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 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. 3 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 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