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Home My WebLink AboutMFP22000360.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22000360 IVR Number: 22000360 Permit Information Permit Name: Comcast Cable Franchise Permit-JB0000756134 Address/Location:01/25/2022Application Date:1423200130Parcel Number: 11600 SE 164TH ST Permit Type:03/28/2022Issue Date:Franchise Permit Work Class:03/28/2023Expiration Date:Major Utility Job Number: JB0000756134Franchise Type:Cable Description: Comcast JB0000756134 UPGRADE NODE TO 2X4 RPHY. UPGRADE PIGTAIL TO 12CT. ADD NEW 24 CH MUX. PLACE NEW 48CT STRAP. PLACE NEW 48CT STRAP. PLACE 48CT SHEATH 200' STORAGE EVERY 1500'. PLACE 1X2 RPHY NODE. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Andrew Parker Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (253) 225-0596Applicant Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCL791JK 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 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 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 T3D - WAKVD01R00 1x2 - WAKVD01Q00 2x4 (KV20C 3x3) 11600 SE 146TH ST RENTON, WA 98058 Monday Friday 8:00am 3:00pm UPGRADE NODE TO 2X4 RPHY. UPGRADE PIGTAIL TO 12CT. PLACE NEW 48CT STRAP. PLACE 48CT SHEATH 200' STORAGE EVERY 1500'. PLACE 1X2 RPHY NODE. Cannon Construction LLC 253 922 2787 Shannon Heaton sheaton@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP22000360 Scott Warlick CED 3/24/2022 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 Shannon Heaton 01/25/2022 ROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROW116211640711617164131630111611116311161811635116131162511603114561145511627116TH AVE SE16407 11621114541160011632116171163511613116181163111611114601641311455116271145611603116031162611625116TH AVE SESE 164TH STSE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLW20-1W20-7aFLAGGERW20-1W20-7aFLAGGER R2-1R2-1R2-1R2-1W20-1W20-7aFLAGGER WTW20-1W20-7aFLAGGER WTW20-4W20-4W20-4W20-4WILL NEED TO COORDINATE WITHKING COUNTY METRO TO TEMPORARILYRELOCATE BUS STOPTHE 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: FLAGGING 2-LANE ROADSIGN 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 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 otherwiseNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPNODE SEGMENTATION JB0000756134 00071LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterMFP22000360 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW11621116391164711645116521160011638116181163511613164161162711639116471162111600116321165211645116351161311618116381162711603116261641611644SE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLR2-1WTWTW20-1W20-1W21-5THE 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: SHOULDER CLOSURE 2-LANE ROADSIGN 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 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 JB0000756134 00072LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEMFP22000360 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW1172011818116391164711700116681167411645116521182511811116801163211660116381180511819116351180411810116551163911647117001172011818118111163211825116521164511674116681163511804118051181911638116321166011680116551181011644SE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1WTWTWTW20-1W20-1W21-5THE 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: SHOULDER CLOSURE 2-LANE ROADSIGN 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 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 JB0000756134 00073LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEMFP22000360 ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW11720118181631911668118331191711902116741191211825163121181111903116801166016320118051181911804163111632811810116551183311917119021631911720118181181111825119121191111674116681631111804118051181916320116601190311680116551181016328SE 164TH ST119TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWTWTR2-1R2-1WTSE 164TH STW20-1W21-5W20-1W20-1W21-5THE 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: SHOULDER CLOSURE 2-LANE ROADSIGN 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 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 JB0000756134 00074LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEMFP22000360 ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROW1631916329118331191711902163211641111912163201182516312119031631316403163281632016404118261191116311163281631211833119171190216319118251632016411119121191116321163291631111826163201640416403119031641216328120TH AVE SESE 164TH STSE 164TH ST119TH AVE SEEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPR2-1R2-1120TH AVE SEWTWTWT W20-1W21-5R2-1W20-1W21-5W20-1W21-5W20-1W20-1THE 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: SHOULDER CLOSURE 2-LANE ROADSIGN 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 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 JB0000756134 00075LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEMFP22000360 ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW1191716517164111191216420120151640312016164041191612101119111650716419120231192211917165171202412015164351641111912164201191116507120301191612101164041642316403120161200111922120231641916412120TH AVE SESE 165TH ST1 2 0 T H A V E S E EOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEO P EOP EOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP E O P EOPEOPEOPEOP EO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPR2-1R2-1WTSE 164TH STWTW21-5W20-1W20 - 1 W20-1THE 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: SHOULDER CLOSURE 2-LANE ROADSIGN 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 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 JB0000756134 00076LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODEMFP22000360 ROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROW ROW ROWROWROW ROW11903 1650211902165171641111912164201190516525120161191611917165071641911922121 S T A V E S E 119031650211902165171202416435164111191216420119171650716504119161642316525120161190512001119221641916412120TH AVE SESE 165TH ST1 2 0 T H A V E S E EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOPEOPEOP EOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPR2-1R2-1WTWTWT W20-1W20-7a FLAGGE R W20-4W20-1W20-7aFLAGGER W20-4W20-1W20-7aW20-4W20-1W20-7aW20-4FLAGG ER SE 165TH STSITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGING 2-LANE ROADSIGN 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 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 JB0000756134 00077LWALA12/22/21NTSRENTON, WA 98058 11600 SE 164TH ST T3D-WAKVD01R00 1x2 CODETHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP22000360 PAGE 4 PAGE 5 PAGE 6 PAGE 7 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4-7 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 1952 FT + 20% STORAGE = 2342 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: -UPGRADE NODE TO 2X4 RPHY. UPGRADE PIGTAIL TO 12CT. ADD NEW 24 CH MUX. PLACE NEW 48CT STRAP. -PLACE NEW 48CT STRAP. -PLACE 48CT SHEATH 200' STORAGE EVERY 1500' -PLACE 1X2 RPHY NODE BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL ROW FOOTAGE = 0 FT. 1,952 FT. 0 FT. 0 FT. 0 FT. 1,952 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST 11600 SE 164TH ST RENTON, WA 98058T3D-WAKVD01R00 1x2 JB0000756134 NODE SEGMENTATION CANNON COMPANIES Lacee Wentworth - (253)-317-0792 - lwentworth@cannonconstructioninc.com 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 =1,952 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 1 DISTRIBUTION = 13 14 14 4 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 MFP22000360 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALWNTS00027LEGENDEDGE OF PAVEMENTFOGLINEPOWERCOMMUNICATIONSEWERDRAINDRAINAGE DITCHGASWATERTRAFFIC SIGNALTELCOMSTEAMUNKNOWN UTILITYRIGHT OF WAYTRAFFIC CONESPROPOSED NEW BORESTRAW 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 ROADWAY PANELHFH-FRAMEVAULT - LARGECABCABINETLEGENDLANE DIRECTION INDICATORPROPOSEDMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION SHOWN ON PAGEFLFLPPTSTSCCDDDDDDDDDDDDGGWWTTSTSTROWSUKCBCBPPVVVVVVWORK BEING DONE1LOCATIONPHOTO NOTE CALLOUT#PHOTO LOCATOR SYMBOLPROPOSED NEW TRENCHEXISTING UNDERGROUND PATHWAYPROPOSED NEW AERIAL STRANDEXISTING AERIAL PATHWAYEXISTING SPLICE CASEPROPOSED SPLICE CASEEXISTING FIBER/COAX STORAGEPROPOSED FIBER/COAX STORAGETREEEOPVVAULT - SMALL444LA MANHOLEVAULT - 25TAVAULT - LARGEEXISTING - CONTINUED233LA MANHOLE233LA MANHOLEMFP22000360 GENERAL 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 (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH AMINIMUM 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 JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALWNTS00037GENERAL NOTESMFP22000360 ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROW1162116407116171160016413114601630111611116311161811635116131162511603114561145511627116TH AVE SE 164071144311621114541160011632116171163511613116181163111611114601641311455116271145611603116031162611625116TH AVE SESE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFL213'151'PLACE NEW 48CT FIBERSHEET 5UPGRADE NODE TO 2X4 RPHY.UPGRADE PIGTAIL TO 12CT. ADD NEW24 CH MUX. PLACE NEW 48CT STRAP.MAKE READY: LOWER COM #1 TO 27'-8MAKE READY: LOWER COM #1 TO 20'-2CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION3PSE316923-166601NEUTRAL253N/ASECONDARY253N/ASECONDARY DRIP236N/ACOM #1214N/ACOMCAST2010N/ACOM #2197N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION2PSE316923-166588NEUTRAL259N/ASECONDARY264N/ASECONDARY DRIP250N/ASTREETLIGHT236N/ACOM #12010N/ACOMCAST1910N/ACOM #2185N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION1PSE316933-166569NEUTRAL322N/ASECONDARY322N/ASECONDARY DRIP310N/ACOM #12811N/ASTREETLIGHT280N/ACOM #2262N/ACOMCAST245N/ACOM #3227N/ACOM #4212N/ATNNNNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204047DESIGNNMFP22000360 ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW11679116391164716319116681164511652118251163711659118111168011660116381180511819116511167316311116431166711655163031183316319116791163911647118111165911637118251165211645116741166816311116731180511819116511163811660116801630311655116671164311644SE 164TH STSE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP139'139'138'147'151'PLACE NEW 48CT FIBERSHEET 4 SHEET 6 SHEET 5MAKE READY: LOWER COM #1 TO 20'-8MAKE READY: LOWER COMCAST TO 20'-2CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION4PSE316922-166616NEUTRAL2510N/ASECONDARY262N/ASECONDARY DRIP241N/ASTREETLIGHT234N/ASTREETLIGHT DRIP230N/ACOM #1216N/ACOMCAST208N/ACOM #2195N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION5PSE316922-166629NEUTRAL2410N/ASECONDARY253N/ASECONDARY DRIP231N/ACOM #1199N/ACOMCAST192N/ACOM #2180N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION6PSE316921-166643NEUTRAL2411N/ASECONDARY254N/ASECONDARY DRIP232N/ASTREETLIGHT205N/ASTREETLIGHT DRIP201N/ACOM #11910N/ACOMCAST1811N/ACOM #21711N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION7PSE316921-166657NEUTRAL2911N/ASECONDARY2911N/ASECONDARY DRIP286N/ACOM #12410N/ACOMCAST2310N/ACOM #2 (WOOD ARM)210N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204057DESIGNNMFP22000360 ROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW16307163291191716321163201631212015119031631316403163281632016306164041631216306SE 164TH ST1191716307120151632011911163211632916320163061640416403119031202316328SE 164TH ST120TH AVE SE 119TH AVE SE EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP143'144'147'PLACE NEW 48CT FIBERPLACE 48CT SHEATH 200'STORAGE EVERY 1500SHEET 5 SHEET 7CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE316921-166672NEUTRAL295N/ASECONDARY295N/ASECONDARY DRIP278N/ASTREETLIGHT265N/ASTREETLIGHT DRIP259N/ACOM #1241N/ACOMCAST232N/ACOM #2 (WOOD ARM)207N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION9PSE316921-166687NEUTRAL255N/ASECONDARY255N/ASECONDARY DRIP237N/ACOM #1203N/ACOMCAST195N/ACOM #2 183N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION10PSE316921-166700SECONDARY317N/ASECONDARY DRIP297N/ASTREETLIGHT248N/ACOM #1238N/ACOMCAST2210N/ACOM #2210N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204067DESIGNNMFP22000360 ROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROW11903 1650211902165171641111912164201190516525120161191611917165071641911922SE 165TH ST1190316502119021651716435164111191216420119171650716504119161642316525120161190512001119221641916412120TH AVE SESE 165TH ST1 2 0 T H A V E S E EOPEOPEOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP143'149'148'PLACE NEW 48CT FIBERPLACE 1X2 RPHY NODE HERESHEET 6CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION11PSE316907-166701NEUTRAL307N/ASECONDARY307N/ASECONDARY DRIP2911N/ASTREETLIGHT296N/ASTREETLIGHT DRIP291N/ACOM #1(FIBER ARM)249N/ACOMCAST230N/ACOM #2 (WOOD ARM)2010N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION12PSE316890-166709NEUTRAL2511N/ASECONDARY2511N/ASECONDARY DRIP240N/ACOM #1211N/ACOMCAST199N/ACOM #2190N/ADNNNNNNMAKE READY: LOWER COM #1 TO 20'-8CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION13PSE316887-166720NEUTRAL293N/ASECONDARY291N/ASECONDARY DRIP287N/ASTREETLIGHT247N/ACOM #1218N/ACOMCAST207N/ACOM #2188N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION14PSE316921-166707NEUTRAL297N/ASECONDARY289N/ASECONDARY DRIP283N/ACOM #1236N/ACOMCAST227N/ACOM #2216N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204077DESIGNNMFP22000360 Cannon Construction LLC. 406 Porter Way Milton, WA 98354 3/15/2022 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000756134 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 SCOPE OF WORK: - UPGRADE NODE TO 2X4 RPHY. UPGRADE PIGTAIL TO 12CT. ADD NEW 24 CH MUX. PLACE NEW 48CT STRAP. - PLACE NEW 48CT STRAP. - PLACE 48CT SHEATH 200' STORAGE EVERY 1500' - PLACE 1X2 RPHY NODE at 11600 SE 164TH ST RENTON, WA 98058. 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 Lacee Wentworth 253- 317-0792 Thank you for your consideration in this matter. James Hefley Permit Coordinator Cannon Construction Inc. o 253-922-2787 ext 286| jhefley@cannonconstructioninc.com March 28, 2022 James Hefley Cannon Construction Inc. 4610 Tacoma Avenue, Sumner WA 98390 Via Email: jhefley@cannonconstruction.com SUBJECT: Request for Undergrounding Exemption (JB#756134, MFP22000360, 11600 SE 164th St) Dear Mr. Hefley: 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 new coax for a total of approximately 1,952 lineal feet to existing Puget Sound Energy (PSE) poles along SE 164th St and 120th Ave SE within the City. 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. 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. Comcast Job JB#756134 Page 2 of 2 March 28, 2022 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, April 11, 2022. Due to the ongoing state of emergency enacted by Governor’s Proclamation 20-05, 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 only on Tuesdays and/or Wednesdays. 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 Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Construction Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Enclosures: Site Plan ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROW1162116407116171160016413114601630111611116311161811635116131162511603114561145511627116TH AVE SE 164071144311621114541160011632116171163511613116181163111611114601641311455116271145611603116031162611625116TH AVE SESE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFL213'151'PLACE NEW 48CT FIBERSHEET 5UPGRADE NODE TO 2X4 RPHY.UPGRADE PIGTAIL TO 12CT. ADD NEW24 CH MUX. PLACE NEW 48CT STRAP.MAKE READY: LOWER COM #1 TO 27'-8MAKE READY: LOWER COM #1 TO 20'-2CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION3PSE316923-166601NEUTRAL253N/ASECONDARY253N/ASECONDARY DRIP236N/ACOM #1214N/ACOMCAST2010N/ACOM #2197N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION2PSE316923-166588NEUTRAL259N/ASECONDARY264N/ASECONDARY DRIP250N/ASTREETLIGHT236N/ACOM #12010N/ACOMCAST1910N/ACOM #2185N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION1PSE316933-166569NEUTRAL322N/ASECONDARY322N/ASECONDARY DRIP310N/ACOM #12811N/ASTREETLIGHT280N/ACOM #2262N/ACOMCAST245N/ACOM #3227N/ACOM #4212N/ATNNNNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204047DESIGNNMFP22000360 ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW11679116391164716319116681164511652118251163711659118111168011660116381180511819116511167316311116431166711655163031183316319116791163911647118111165911637118251165211645116741166816311116731180511819116511163811660116801630311655116671164311644SE 164TH STSE 164TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP139'139'138'147'151'PLACE NEW 48CT FIBERSHEET 4 SHEET 6 SHEET 5MAKE READY: LOWER COM #1 TO 20'-8MAKE READY: LOWER COMCAST TO 20'-2CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION4PSE316922-166616NEUTRAL2510N/ASECONDARY262N/ASECONDARY DRIP241N/ASTREETLIGHT234N/ASTREETLIGHT DRIP230N/ACOM #1216N/ACOMCAST208N/ACOM #2195N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION5PSE316922-166629NEUTRAL2410N/ASECONDARY253N/ASECONDARY DRIP231N/ACOM #1199N/ACOMCAST192N/ACOM #2180N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION6PSE316921-166643NEUTRAL2411N/ASECONDARY254N/ASECONDARY DRIP232N/ASTREETLIGHT205N/ASTREETLIGHT DRIP201N/ACOM #11910N/ACOMCAST1811N/ACOM #21711N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION7PSE316921-166657NEUTRAL2911N/ASECONDARY2911N/ASECONDARY DRIP286N/ACOM #12410N/ACOMCAST2310N/ACOM #2 (WOOD ARM)210N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204057DESIGNNMFP22000360 ROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW16307163291191716321163201631212015119031631316403163281632016306164041631216306SE 164TH ST1191716307120151632011911163211632916320163061640416403119031202316328SE 164TH ST120TH AVE SE 119TH AVE SE EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP143'144'147'PLACE NEW 48CT FIBERPLACE 48CT SHEATH 200'STORAGE EVERY 1500SHEET 5 SHEET 7CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION8PSE316921-166672NEUTRAL295N/ASECONDARY295N/ASECONDARY DRIP278N/ASTREETLIGHT265N/ASTREETLIGHT DRIP259N/ACOM #1241N/ACOMCAST232N/ACOM #2 (WOOD ARM)207N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION9PSE316921-166687NEUTRAL255N/ASECONDARY255N/ASECONDARY DRIP237N/ACOM #1203N/ACOMCAST195N/ACOM #2 183N/ADNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION10PSE316921-166700SECONDARY317N/ASECONDARY DRIP297N/ASTREETLIGHT248N/ACOM #1238N/ACOMCAST2210N/ACOM #2210N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204067DESIGNNMFP22000360 ROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROW11903 1650211902165171641111912164201190516525120161191611917165071641911922SE 165TH ST1190316502119021651716435164111191216420119171650716504119161642316525120161190512001119221641916412120TH AVE SESE 165TH ST1 2 0 T H A V E S E EOPEOPEOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP143'149'148'PLACE NEW 48CT FIBERPLACE 1X2 RPHY NODE HERESHEET 6CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION11PSE316907-166701NEUTRAL307N/ASECONDARY307N/ASECONDARY DRIP2911N/ASTREETLIGHT296N/ASTREETLIGHT DRIP291N/ACOM #1(FIBER ARM)249N/ACOMCAST230N/ACOM #2 (WOOD ARM)2010N/ADNNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION12PSE316890-166709NEUTRAL2511N/ASECONDARY2511N/ASECONDARY DRIP240N/ACOM #1211N/ACOMCAST199N/ACOM #2190N/ADNNNNNNMAKE READY: LOWER COM #1 TO 20'-8CLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION13PSE316887-166720NEUTRAL293N/ASECONDARY291N/ASECONDARY DRIP287N/ASTREETLIGHT247N/ACOM #1218N/ACOMCAST207N/ACOM #2188N/ADNNNNNNNCLASS/HT:POLE TYPE:- MAKE READY - OWNER:POLE#:- ATTACHMENTS - HEIGHTVIOLATION14PSE316921-166707NEUTRAL297N/ASECONDARY289N/ASECONDARY DRIP283N/ACOM #1236N/ACOMCAST227N/ACOM #2216N/ADNNNNNNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000756134 T3D-WAKVD01R00 1x2 11600 SE 164TH ST RENTON, WA 98058 NODE SEGMENTATIONCODE12/22/2021ALALW1:400204077DESIGNNMFP22000360 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22000360 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 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 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 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. Page 1 of 1