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Home My WebLink AboutMFP22001757.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22001757 IVR Number: 22001757 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/06/2022Application Date:0423059186Parcel Number: 3410 NE 12TH ST Permit Type:08/08/2022Issue Date:Franchise Permit Work Class:08/08/2023Expiration Date:Major Utility Job Number: JB0000717142Franchise Type:Cable Description: Comcast JB0000717142 UPGRADE EXISTING NODE TO 2X4 RPHY AND UPGRADE PIGTAIL TO 12CT. PLACE NEW 24CH MUX (SP.WAKV.0782). PLACE NEW 48CT STRAP FROM SP.WAKV.0086 TO NEW 24CH MUX (SP.WAKV.0782). LEAVE COIL. OVERLASH (1) NEW 48CT FIBER ON EXISTING AERIAL STRAND. INSTALL (2) NEW 2" RISER & PULL (1) NEW 48CT FIBER THROUGH. TRENCH (2) 2" CONDUIT& PULL (1) NEW 48CT FIBER THROUGH. BORE (2) 2" CONSUITS & PULL (1) NEW 48CT FIBER THROUGH. CORE DRILL INTO EXISTING VAULT & PULL (1) NEW 48CT FIBER THROUGH. PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING CONDUIT. PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING RISER. PLACE (1) NEW SPLICE CASE SP.WAKV.0783 & TIE IN WITH 48CT FIBER. PRECONSTRUCTION MEETING REQUIRED. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX James Hefley Cannon Construction 3601 20th St E Suite 2 Fife, WA 98424 Applicant Andrew Parker Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (253) 225-0596Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Sandra Castro Comcast C: (209) 561-4786Contact Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK Electrical Contractor: CANNOCI873CL RENTON CITY OF 1055 S GRADY WAY RENTON, WA 98057 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing 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 Page 1 of 2THIS 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 JB0000717142 Sandra Castro 253-864-4246 Sandra_Castro2@comcast.com KIRKLAND AVE NE & NE 13TH ST, RENTON WA 98057 UPGRADE EXISTING NODE TO 2X4 RPHY AND UPGRADE PIGTAIL TO 12CT; PLACE NEW 24CH MUX; PLACE NEW 48CT STRAP; LEAVE COIL; OVERLASH 48CT FIBER FROM 24CH MUX; INSTALL (2) RISER; TRENCH & BORE (2) NEW CONDUIT; PLACE NEW NODE & SPLICE CASE 9' , 487' Cannon Construction LLC - James Hefley 253-922-2787 ext 286 601590363 20838 04/06/2022 MFP22001757 Scott Warlick 8/8/2022 RESTORATION PER CITY OF RENTON STANDARDS 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 NEW RPHY 1X2 OFF RN08B KIRKLAND AVE NE & NE 13TH ST, RENTON, WA 98056 05/09/2022 05/16/2022 9:00 AM 5:00 PM UPGRADE EXISTING NODE; PLACE NEW 24CH MUX & STRAP; OVERLASH 48CT FIBER; INSTALL (2) RISERS; TRENCH & BORE (2) CONDUITS; PLACE NEW NODE Cannon Construction LLC 253 922 2787 James Hefley sheaton@teamcannon.com 406 Milton Way Milton, WA 98354 Scott Warlick CED MFP22001757 Monday - Friday 8:00AM - 3:00PM 8/8/2022 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 James Hefley 4/06/2022 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1W20-1W20-7aFLAGGER W20-1W20-7aFLAGGER WORK AREAWT93'PARKINGNOFROMTONAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREANE 12TH STW20-4W20-4THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE 2-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00091AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050MFP22001757 NE 12TH STNE 12TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMONROE AVE NER2-1R2-1W20-1WORK AREAWTWTW20-7aW20-4W20-1W20-7aW20-1W20-7aW20-4FLAGGER FLAGGER FLAGGER W3-4SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE 2-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00092AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP22001757 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STMONROE AVE NENE 12TH STW20-1W20-7aR2-1R2-1FLAGGER FLAGGER FLAGGER WORK AREAWTWTW20-4W20-1W3-4W20-7aW20-1W3-4W20-7aK-9622SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE 4-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00093AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP22001757 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STLYNWOOD AVE NENE 12TH STW20-1W3-4W20-7aW20-1W3-4W20-7aW20-1W20-7aR2-1R2-1FLAGGER FLAGGER FLAGGER WORK AREAWTWTK-9622K-9622W20-5RSITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE 4-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00094AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP22001757 3155300232183011312331163002NE SUNSET BLVD LYNNWOOD AVE NE NE 12TH STROWROWROWROWROWROWROWROWROWROWROWROWROWRO W RO W ROW ROW ROW RO W RO W ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STNE S U N S E T B L V D WTW21-7W20-5RW4-2RR2-1WORK AREASPOTTERW21-7W20-5RW4-2RFASR2-1NORIGHTTURNW21-7W20-7aW3-4W20-7aW3-4POLICEOFFICERW21-7W20-7aW3-4W21-7W20-7aW3-4R2-1R2-1SITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE 5-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00095AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTACT TRANSIT AUTHORITY 72 HOURSPRIOR TO START OF WORK FORTEMPORARY RELOCATION OF BUS STOP.FLAGGER TO DIRECT AND ASSISTPEDESTRIANS AROUND WORK AREA.MFP22001757 3155300232183011312331163002KIRKLAND AVE NENE SUNSET BLVD LYNNWOOD AVE NE KIRKLAND AVE NENE 12TH STROWROWROWROWROWROWROWROWROWROWROWRO W ROW RO W ROW RO W ROW RO W ROW RO WROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EO P EOP EOP EOP EO P EOP EOP EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STKIRKLAND AVE NENE S U N S E T B L V DWORK AREAW21-7W20-5W21-7W20-5RW4-2RR3-7RPOLICEOFFICERW21-7W20-7aW3-4W21-7W4-2LW20-5LFASW3-4W20-7aW20-7aW3-4W21-7R2-1R2-1R2-1R2-1W20-7aW3-4W T SITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE 5-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00096AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP22001757 3155300232183011312331163002KIRKLAND AVE NENE SUNSET BLVD LYNNWOOD AVE NE KIRKLAND AVE NENE 12TH STROWROWROWROWROWROWROWROWROWROWROWROWRO W ROW RO W ROW RO W RO W ROW RO W ROW RO WROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EO P EOP EOP EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STKIRKLAND AVE NENE S U N S E T B L V D W21-7W20-5W21-7W20-5RW4-2RR3-7RPOLICEOFFICERW20-7aW3-4W21-7W21-7W20-7aW3-4R2-1R2-1R2-1R2-1W21-7W20-7aW3-4W20-7aW3-4WORK AREAWTTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE 5-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00097AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050MFP22001757 31553002321811713011312331163002KIRKLAND AVE NENE S U N S E T B L V D LYNNWOOD AVE NE KIRKLAND AVE NENE 12TH STROWROWROWROWROWROWROWROWROWROW RO W ROW RO W RO W RO W RO W ROW RO W ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EO P EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STNE 12TH STNE S U N S E T B L V DV W20-7aW3-4W21-7W20-5RW4-2RR3-7RPOLICEOFFICERW20-7aW3-4W21-7W20-7aW3-4R2-1R2-1R2-1R2-1W21-7W20-7aW3-4R2-1R2-1W21-7W21-7W21-7W21-7W20-5RW4-2RFASSPOTTERWT WTFLAGGER TO DIRECT AND ASSISTPEDESTRIANS AROUND WORK AREA.THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE 5-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00098AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050MFP22001757 EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPNE 12TH STKIRKLAND AVE NEKIRKLAND AVE NENE 12TH STR2-1R2-1R2-1R2-1WTK-9622W20-1W21-5W20-1W20-1W20-1W21-553'PARKINGNOFROMTONAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREASPOTTER WORK AREATHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[UG/AERIAL WORK] CONTROL TYPE: SHOULDER CLOSURE 4-LANE ROADSIGN 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 ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNode Segmentation JB0000717142 00099AFTH04/06/2022NTSRenton, WA 98056 3116 NE Sunset Blvd NEW RPHY 1X2 OFF RN08B 17-050FLAGGER TO DIRECT AND ASSISTPEDESTRIANS AROUND WORK AREA.MFP22001757 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-6 -AERIAL DESIGN 7-8 -UNDERGROUND DESIGN 9-10 -RESTORATION 11-14 -BORE PROFILE THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 1,447 FT + 20% STORAGE = 1,736 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: - UPGRADE EXISTING NODE TO 2X4 RPHY AND UPGRADE PIGTAIL TO 12CT - PLACE NEW 24CH MUX (SP.WAKV.0782) - PLACE NEW 48CT STRAP FROM SP.WAKV.0086 TO NEW 24CH MUX (SP.WAKV.0782). LEAVE COIL - OVERLASH (1) NEW 48CT FIBER ON EXISTING AERIAL STRAND - INSTALL (2) NEW 2" RISER & PULL (1) NEW 48CT FIBER THROUGH - TRENCH (2) 2" CONDUIT& PULL (1) NEW 48CT FIBER THROUGH - BORE (2) 2" CONSUITS & PULL (1) NEW 48CT FIBER THROUGH - CORE DRILL INTO EXISTING VAULT & PULL (1) NEW 48CT FIBER THROUGH - PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING CONDUIT - PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING RISER - PLACE (1) NEW SPLICE CASE SP.WAKV.0783 & TIE IN WITH 48CT FIBER BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (2)= TOTAL ROW FOOTAGE = 0 FT. 861 FT. 496 FT. 40 FT. 50 FT. 1,447 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 3116 NE Sunset Blvd Renton, WA 98056NEW RPHY 1X2 OFF RN08B JB0000717142 Node Segmentation ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL SITE FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE =1,447 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 8 8 8 3 CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com PRE-CONSTRUCTION MEETING REQUIRED This permit is for Major construction work in the ROW and will be billed at an additional $150/HR for inspections. After hours and weekend work will be billed at $175/HR OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAFNTS000214LEGENDEDGE OF PAVEMENTFOGLINEPOWERCOMMUNICATIONSEWERDRAINDRAINAGE DITCHGASWATERTRAFFIC SIGNALTELCOMSTEAMUNKNOWN UTILITYRIGHT OF WAYTRAFFIC CONESPROPOSED NEW CONDUITSTRAW WATTLESPLTCWRUTILITY POLEVAULT - SMALLPEDESTALSTREET LIGHTCROSSWALK LIGHTUTILITY RISERVVAULT - SMALL444LA MANHOLEVAULT - 25TACATCH BASINCATCH BASIN WITH SOCKGLULAM UTILITY POLECENTER LINELANE LINEFENCEHIGH VISIBILITY FENCE SSEWER MANHOLEDDRAIN MANHOLEWWATER MANHOLEVUTILITY VALVESHRUBBERYBORE PITVAULT - LARGEVAULT - 25TACCOMMUNICATION MANHOLEFIRE HYDRANTDISTANCE STATIONSTA 0+00CONSTRUCTION NOTE CALLOUT#X.XDISTANCE DIMENSIONASPHALT SURFACECONCRETE PANELSHFH-FRAMEVAULT - LARGECABCABINETLEGENDLANE DIRECTION INDICATORPROPOSEDMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION SHOWN ON PAGESUKCBCBPPVVVVVVWORK BEING DONE1LOCATIONPHOTO NOTE CALLOUT#PHOTO LOCATOR SYMBOLEXISTING CONDUITPROPOSED NEW AERIAL STRANDEXISTING AERIAL PATHWAYEXISTING SPLICE CASEPROPOSED SPLICE CASEEXISTING FIBER/COAX STORAGEPROPOSED FIBER/COAX STORAGETREEVVAULT - SMALL444LA MANHOLEVAULT - 25TAVAULT - LARGEEXISTING - CONTINUED233LA MANHOLELIMITS OF PANEL OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAFNTS000314GENERAL NOTESGENERAL NOTESSTANDARD1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TOCONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, ASNECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THATTHERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARENOT 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 UNDERGROUNDIMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBEIN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICHMAY 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 THESEOCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREESTO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGESAND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 8113. 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 TODEWATER, 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 TOPREVENT 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 SAFETYOF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIORWRITTEN 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 ADJACENTPROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.TRAFFIC CONTROL1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVEONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH ASPECIFIC 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 DURINGNON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEESAND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.SITE PREPARATION1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BEEITHER 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 LIKEMATERIAL (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 BACKFILL1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALLBACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED INTRAFFIC-BEARING LOCATIONS.2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.UTILITY DUCT1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, 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 KEEPCONDUITS 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 PULLROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRESIMPLEX 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 PULLROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.CEMENT CONCRETE PAVEMENT1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARDSPECIFICATIONS OF EACH JURISDICTION.ASPHALT CONCRETE PAVEMENT1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALTCONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.GRAVEL AREAS1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE INACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.SITE RESTORATION1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTEDPRIOR 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 PLANTEDAND WATERED IN TO ENSURE ITS SURVIVAL.3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTEDPRIOR TO CONSTRUCTION.WATER QUALITY1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OFWASHINGTON'S WATER QUALITY STANDARDS2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.DIRECTIONAL BORING1. 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 EXISTINGUTILITIES.FIRE PROTECTION1. 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 BEREPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.AERIAL INSTALLATION1. 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 TOPOWER 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 ANDREGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITSIS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAFNTS000414DETAILSUTILITY POLE RISER -STANDARD DETAIL(1) 10' PVC CONDUITSECTIONS15" HDG POLE BRACKET W/PIPE CLAMP (B2017 BYPOWER-STRUT OR EQUAL)4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUITSECTIONSEXISTING SURFACE24' (TYP)PROPOSED CABLEEXISTING AERIALPOWEREXISTING UTILITY POLEVARIES2#RISER PLACEMENTSTANDARD DETAILLOCATION1CONDUITUP TO 2 CONDUITSSTANDOFF BRACKET15" MIN LENGTH℄℄DIRECTION OF VEHICULAR TRAFFICPLAN VIEWLOCATION2LOCATION4LOCATION3CONDUIT CLAMP5" MIN1TRENCH - SOFT SURFACESTANDARD DETAIL3TRENCH - HARD SURFACESTANDARD DETAIL4 12091204331734193401332711603323332334101210116100MONROE AVE NE OLYMPIA AVE NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STNE 12TH STNE 12TH STNE 12TH ST126'61'169'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION1PSE318640-166922NEUTRAL288N/ACOMCAST (METAL ARM)227N/AZAYO219N/ACOM1208N/ADNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION2PSE318643-166904NEUTRAL288N/ASECONDARY241N/ACOMCAST 228N/ASTREETLIGHT2011N/AZAYO207N/ACOM1203N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION3PSE318643-166898NEUTRAL262N/ASECONDARY219N/AMCI1810N/ACOM1182N/ACOMCAST (METAL ARM)174N/AZAYO1610N/ACOM2161N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION4PSE318643-166886NEUTRAL301N/ASECONDARY296N/ASTREETLIGHT285N/AMCI255N/ACOM1250N/ACOMCAST2310N/AZAYO216N/ACOM2 (WOOD ARM)190N/ADNNNNNNNNUPGRADE EXISTING NODEPLACE NEW 48CT STRAP CASEPLACE NEW 24CH MUXMAKE READY:LOWER COMCAST TO 20'-9"LOWER ZAYO TO 20'-3"LOWER COM1 TO 19'-9"MAKE READY:RAISE SECONDARY TO NEUTRALOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:400'20'40'514AERIAL DESIGNN 120932323224321833161170301111603123MONROE AVE NE LYNNWOOD AVE NE NE 12TH STROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STNE SUNSET BLVD80'86'159'180'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION5PSE318643-166868NEUTRAL291N/ASECONDARY278N/ASTREETLIGHT240N/AMCI230N/ACOM1221N/ACOMCAST204N/AZAYO1910N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION6PSE318643-166853NEUTRAL257N/ASECONDARY240N/ACOM1206N/ACOMCAST194N/AZAYO188N/ADNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION7PSE318644-166846NEUTRAL269N/ASECONDARY248N/ASTREETLIGHT236N/ACOMCAST (METAL ARM)227N/AZAYO2110N/ADNNNNNOVERLASH (1) 48CT FIBER ONEXISTING AERIAL STRANDR25'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE318644-166833NEUTRAL270N/ASECONDARY259N/ACOM1226N/ACOMCAST215N/AZAYO205N/ADNNNNNMAKE READY:LOWER COMCAST TO 21'-4"LOWER ZAYO TO 20'-10"6.1'OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:400'20'40'614AERIAL DESIGNN 32183123LYNNWOOD AVE NE NE 12TH STROWROWROWROWROWROWROW R O WROW ROW ROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPNE 12TH STNE SUNSET BLVD SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS DDDDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDMWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWVVVVVVMMMW W W W W WFH CBCBCBCB DCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE318644-166833NEUTRAL270N/ASECONDARY259N/ACOM1226N/ACOMCAST215N/AZAYO205N/ADNNNNNR25'1STA 10+00 STA 11+00 STA 12+00STA 13+00 STA 10+50 STA 11+50 STA 12+50 STA 10+60BOREPIT5'23GGGGGGGGGGGGGGGGGGGG G GG G G G G G GGGGGGGPPPPTT PPPPPPPPPPPPPPPPPPPPPT T T T T T T TTTTTTTTTTBOREPIT 6.1'PPPPTT PPPPPPPPPPPPPPPPPT T T T T T T TTTTTTTTTTBOREPIT2162' BORE122' TRENCHOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:200'10'20'714UNDERGROUND DESIGNNPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF LYNNWOOD AVE NE & NE 12TH ST321CONSTRUCTION NOTES:INSTALL (2) NEW 2" RISER. PULL NEW 48CT THROUGH.SEE DETAILS 1&2 ON SHEET 4.TRENCH (2) NEW 2" CONDUIT. PULL (1) NEW 48CTTHROUGH. SEE DETAIL 3 & 4 ON SHEET 4.SET UP (1) BORE PIT & BORE (2) 2" CONDUITS & PULL(1) NEW 48CT FIBER THROUGH*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & KIRKLAND AVE NEUTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" 30023002KIRKLAND AVE NEN E S U N S E T B L V D KIRKLAND AVE NEROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWRO W EOPEOPEO P EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P 40'NE 12TH STNE 12TH STSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSS SS SS SS SSSSSSSSSS DDDDDDDDD DD D D D D DDDDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDMMWWW W WWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W VVVVVVVVVVVVMMMFHFHDDCBCB V5' STA 14+00 STA 15+00 STA 13+50 STA 14+50 STA 15+50STA 16+00STA 15+47BOREPIT 234'45R25'67STA 20+00STA 20+50STA 21+00STA 20+47STA 20+23GGGGGGGGGGGGGGGGGGGG G G G G G G GGGGGGG GGGGGGGPPPPPPPPPPPT T T T TTTT TTPPPBOREPIT8'PPPPPPPPPPPT T T T TTTT BOREPIT203' BORE122' TRENCH1OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:200'10'20'814UNDERGROUND DESIGNNPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF LYNNWOOD AVE NE & NE 12TH ST321CONSTRUCTION NOTES:TRENCH (2) NEW 2" CONDUIT. PULL (1) NEW 48CTTHROUGH. SEE DETAIL 3 & 4 ON SHEET 4.BORE (2) 2" CONDUITS & PULL (1) NEW 48CT FIBERTHROUGHSET UP (1) BORE PIT & TRENCH (2) 2" CONDUITS & PULL(1) 48CT FIBER THROUGHCORE DRILL IN TO EXISTING VAULT & PULL (1) NEW48CT FIBER THROUGHPROOF & PULL (1) NEW 48CT FIBER THROUGHEXISTING CONDUITPROOF & PULL (1) NEW 48CT FIBER THROUGHEXISTING RISERPLACE (1) NEW SPLICE CASE SP.WAKV.0783 & TIE INWITH 48CT FIBER*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & KIRKLAND AVE NE456UTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12"7 32183123LYNNWOOD AVE NE NE 12TH STROWROWROWROWROWROWROW R O WROW ROW ROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP162' BORENE 12TH STNE SUNSET BLVD SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS DDDDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDMWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWVVVVVVMMMW W W W W WFH CBCBCBCB DCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE318644-166833NEUTRAL270N/ASECONDARY259N/ACOM1226N/ACOMCAST215N/AZAYO205N/ADNNNNNR25'STA 10+00 STA 11+00 STA 12+00STA 13+00 STA 10+50 STA 11+50 STA 12+50 STA 10+60 2R4'4'4'4' 2'3'1RPPPPTT PPPPPPPPPPPPPPPPPT T T T T T T TTTTTTTTTTPPPPTTPPPPPPPPP PPPPPPPPT T T T T T T TTTTTTTTTT4'4'3'118'2R122' TRENCHOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:200'10'20'914RESTORATIONNPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF LYNNWOOD AVE NE & NE 12TH ST*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & KIRKLAND AVE NE1RRESTORATION NOTES:RESTORE LANDSCAPE PER THE CITY OF RENTON'SSPECIFICATIONS.RESTORE ASPHALT ROADWAY PER THE CITY OFRENTON'S SPECIFICATIONS.2RUTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" 30023002KIRKLAND AVE NEN E S U N S E T B L V D KIRKLAND AVE NEROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWRO W EOPEOPEO P EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P 40'NE 12TH STNE 12TH STSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSS SS SS SS SSSSSSSSSS DDDDDDDDD DD D D D D DDDDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDMMWWW W WWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W VVVVVVVVVVVVMMMFHFHDDCBCB V5' STA 14+00 STA 15+00 STA 13+50 STA 14+50 STA 15+50STA 16+00STA 15+47 203' BORE2RR25'STA 20+00STA 20+50STA 21+00STA 20+47STA 20+234'4'7'6'1RPPPPPPPPPPPT T T T TTTT PPPPPPPPPPPT T T T TTTT 3'4'4'1R118'OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:200'10'20'1014RESTORATIONNPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF LYNNWOOD AVE NE & NE 12TH ST*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & KIRKLAND AVE NE1RRESTORATION NOTES:RESTORE ASPHALT ROADWAY PER THE CITY OFRENTON'S SPECIFICATIONS.RESTORE CONCRETE SIDEWALK PER THE CITY OFRENTON'S SPECIFICATIONS.2RUTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" ROWROWROWROWEOPEOPEOPWVMMR3' 1' MIN 1' MINPROPOSED (2) 2" CONDUIT@ 3' DEPTHUNK Ø WATER@ UNK DEPTHCONDUIT PIVOT0 FEET2 FEET4 FEET6 FEET8 FEET10 FEET12 FEET14 FEET16 FEET18 FEET20 FEET0 FEET5 FEET10 FEET15 FEET20 FEET25 FEET30 FEET35 FEET40 FEET45 FEET50 FEET55 FEET60 FEET65 FEET70 FEET75 FEET80 FEET85 FEET90 FEET95 FEET100 FEET105 FEET110 FEET PROFILE: NE 12TH ST(LOOKING SOUTH)OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:100'5'10'1114BORE PROFILE*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)UTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" EOPS S S S SSSS D D D WWWWWWWWVVVGG1' MIN 1' MIN 3'PROPOSED (2) 2" CONDUIT@ 3' DEPTHUNK Ø SEWER@ UNK DEPTHUNK Ø SEWER@ UNK DEPTHUNK Ø DRAIN@ UNK DEPTHUNK Ø DRAIN@ UNK DEPTH4" Ø GAS@UNK DEPTHUNK Ø WATER@ UNK DEPTH115 FEET120 FEET125 FEET130 FEET135 FEET140 FEET145 FEET150 FEET155 FEET160 FEET165 FEET170 FEET175 FEET180 FEET185 FEET190 FEET195 FEET200 FEET205 FEET210 FEET215 FEET220 FEET225 FEET230 FEET235 FEET240 FEET245 FEET250 FEET255 FEET260 FEET265 FEET PROFILE: NE 12TH ST(LOOKING SOUTH)T P P T TUNK Ø TELCO@ UNK DEPTHSUNK Ø POWER@ UNK DEPTHSBOREPITBOREPITOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:100'5'10'1214BORE PROFILE*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)UTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" ROWROWROWEOPEOPEOPEOPSSSSSSSSSSSSSSSSSSSSSMWWWWWWWWVVV1'MIN3'UNK Ø WATER@ UNK DEPTHPROPOSED (2) 2" CONDUIT@ 3' DEPTH265 FEET270 FEET275 FEET280 FEET285 FEET290 FEET295 FEET300 FEET305 FEET310 FEET315 FEET320 FEET325 FEET330 FEET335 FEET340 FEET345 FEET350 FEET355 FEET360 FEET365 FEET370 FEET375 FEET380 FEET385 FEET390 FEET395 FEET400 FEET405 FEET410 FEET415 FEET PROFILE: NE 12TH ST(LOOKING SOUTH)P TUNK Ø TELCO@ UNK DEPTHSUNK Ø POWER@ UNK DEPTHSBOREPITBOREPITOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:100'5'10'1314BORE PROFILE*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)UTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" ROWROWEOPEOPSSSSSSSSSSSSSSSSSSSSDDMWWWWWWVVVFHV5' 1' MIN 1' MIN 1'MIN3'UNK Ø WATER@ UNK DEPTHPROPOSED (2) 2" CONDUIT@ 3' DEPTHCONDUIT PIVOT420 FEET425 FEET430 FEET435 FEET440 FEET445 FEET450 FEET455 FEET460 FEET465 FEET470 FEET475 FEET480 FEET485 FEET490 FEET495 FEET500 FEET PROFILE: NE 12TH ST(LOOKING SOUTH)0 FEET2 FEET4 FEET6 FEET8 FEET10 FEET12 FEET14 FEET16 FEET18 FEET20 FEETOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:100'5'10'1414BORE PROFILE*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)UTILITY DEPTH NOTE:ETHAFORM PADS MAY BE INSTALLED WHENVERTICAL SEPARATION BETWEEN THEPROPOSED 2" CONDUITS AND EXISTING SD PIPEHAS LESS THAN 12" Cannon Construction LLC. 406 Porter Way Milton, WA 98354 4/6/2022 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000717142 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 - UPGRADE EXISTING NODE TO 2X4 RPHY AND UPGRADE PIGTAIL TO 12CT - PLACE NEW 24CH MUX (SP.WAKV.0782) - PLACE NEW 48CT STRAP FROM SP.WAKV.0086 TO NEW 24CH MUX (SP.WAKV.0782). LEAVE COIL - OVERLASH (1) NEW 48CT FIBER ON EXISTING AERIAL STRAND - INSTALL (2) NEW 2" RISER & PULL (1) NEW 48CT FIBER THROUGH - TRENCH (2) 2" CONDUIT& PULL (1) NEW 48CT FIBER THROUGH - BORE (2) 2" CONSUITS & PULL (1) NEW 48CT FIBER THROUGH - CORE DRILL INTO EXISTING VAULT & PULL (1) NEW 48CT FIBER THROUGH - PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING CONDUIT - PROOF & PULL (1) NEW 48CT FIBER THROUGH EXISTING RISER - PLACE (1) NEW SPLICE CASE SP.WAKV.0783 & TIE IN WITH 48CT FIBER at 3410 NE 12th St, Renton WA 98056 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 Alex Fox 253.359.6809 Thank you for your consideration in this matter. (Annie Robertson) Permit Coordinator Cannon Construction Inc. o 253-922-2787 ext 286 |jhefley@teamcannon.com August 8, 2022 Annie Robertson Cannon Construction Inc. 406 Porter Way, Milton WA 98354 Via Email: arobertson@cannonconstructioninc.com SUBJECT: Request for Undergrounding Exemption (JB#717142, MFP22001757, 3410 NE 12th St) Dear Ms. Robertson: 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 for a total of approximately 861 lineal feet to existing Puget Sound Energy (PSE) poles along NE 12th St within the City. See the enclosed Site Plan showing the proposed overlashing limits. The City of Renton currently has a proposal to improve the City’s Water Reservoir (a Capital Improvement Project) located at Parcel 0423059186. These improvements will require frontage improvements and may require the existing aboveground utilities to relocated including those with the Project Reach proposed by Comcast. 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#717142 Page 2 of 2 August 8, 2022 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. 5. The new aerial lines shall either be relocated if the existing poles remain or undergrounded if existing poles are removed as determined by the City’s Water Reservoir project (a Capital Improvement Project) located at Parcel 0423059186. The relocation or undergrounding shall be at the applicant’s sole expense. 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, August 22, 2022. Due to the ongoing state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. 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. Sincerely, Brianne Bannwarth, PE Development Engineering Director cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Construction Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan 12091204331734193401332711603323332334101210116100MONROE AVE NE OLYMPIA AVE NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STNE 12TH STNE 12TH STNE 12TH ST126'61'169'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION1PSE318640-166922NEUTRAL288N/ACOMCAST (METAL ARM)227N/AZAYO219N/ACOM1208N/ADNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION2PSE318643-166904NEUTRAL288N/ASECONDARY241N/ACOMCAST 228N/ASTREETLIGHT2011N/AZAYO207N/ACOM1203N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION3PSE318643-166898NEUTRAL262N/ASECONDARY219N/AMCI1810N/ACOM1182N/ACOMCAST (METAL ARM)174N/AZAYO1610N/ACOM2161N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION4PSE318643-166886NEUTRAL301N/ASECONDARY296N/ASTREETLIGHT285N/AMCI255N/ACOM1250N/ACOMCAST2310N/AZAYO216N/ACOM2 (WOOD ARM)190N/ADNNNNNNNNUPGRADE EXISTING NODEPLACE NEW 48CT STRAP CASEPLACE NEW 24CH MUXMAKE READY:LOWER COMCAST TO 20'-9"LOWER ZAYO TO 20'-3"LOWER COM1 TO 19'-9"MAKE READY:RAISE SECONDARY TO NEUTRALOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:400'20'40'514AERIAL DESIGNN 120932323224321833161170301111603123MONROE AVE NE LYNNWOOD AVE NE NE 12TH STROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP NE 12TH STNE 12TH STNE 12TH STNE 12TH STNE SUNSET BLVD80'86'159'180'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION5PSE318643-166868NEUTRAL291N/ASECONDARY278N/ASTREETLIGHT240N/AMCI230N/ACOM1221N/ACOMCAST204N/AZAYO1910N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION6PSE318643-166853NEUTRAL257N/ASECONDARY240N/ACOM1206N/ACOMCAST194N/AZAYO188N/ADNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION7PSE318644-166846NEUTRAL269N/ASECONDARY248N/ASTREETLIGHT236N/ACOMCAST (METAL ARM)227N/AZAYO2110N/ADNNNNNOVERLASH (1) 48CT FIBER ONEXISTING AERIAL STRANDR25'CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE318644-166833NEUTRAL270N/ASECONDARY259N/ACOM1226N/ACOMCAST215N/AZAYO205N/ADNNNNNMAKE READY:LOWER COMCAST TO 21'-4"LOWER ZAYO TO 20'-10"6.1'OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000717142 New RPHY 1X2 off RN08B 3116 NE Sunset Blvd Renton, WA 98056 Node Segmentation17-05003/30/2022THAF1:400'20'40'614AERIAL DESIGNN DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22001757 Engineering 1 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. 2 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. 3 The new aerial lines shall either be relocated if the existing poles remain or undergrounded if existing poles are removed as determined by the City’s Water Reservoir project (a Capital Improvement Project) located at Parcel 0423059186. The relocation or undergrounding shall be at the applicant’s sole expense. 4 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". 5 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. Page 1 of 1