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HomeMy WebLinkAboutMFP22000692.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22000692 IVR Number: 22000692 Permit Information Permit Name: Comcast Cable Franchise Permit-JB0000866914 Address/Location:02/10/2022Application Date:7227801235Parcel Number: 2826 SUNSET LN NE Permit Type:03/28/2022Issue Date:Franchise Permit Work Class:03/28/2023Expiration Date:Major Utility Job Number: 866914Franchise Type:Cable Description: Comcast JB0000866914 1. TIE INTO SP.WAKV.0100 2. PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT 3. PULL (1) 96CT FIBER THROUGH EXISTING RISER 4. OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND 5. DELASH SPLICE CASES AND MOVE BACK (2) SPANS COAX DESIGN: 6. TIE INTO BOTH "A" AND "D" LEG ON NE 10TH ST 7. PROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUIT 8. PULL (2) .875 COAX THROUGH EXISTING RISER 9. OVERLASH (2) .875 COAX ON EXISTING AERIAL STRAND 10. TURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPAN OF .875 COAX CURRENTLY FEEDING MB AA001 AERIAL WRECKOUT: 11. WRECK OUT ALL AERIAL EQUIPMENT AND CABLE FROM POINT A TO POINT B. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Andrew Parker Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (253) 225-0596Applicant 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 FORCED RELO JB0000866914 2844 NE SUNSET BLVD RENTON, WA 98056 Monday Friday 8:00am 3:00pm PROOF & PULL (1) 96CT FIBER & (2) .875 COAX THROUGH EXISTING CONDUIT; OVERLASH (1) 96CT FIBER & (2) .875 COAX ON EXISTING AERIAL STRAND Cannon Construction LLC 253 922 2787 Mannie Golden mgolden@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP22000692 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 Mannie Golden 02/10/2022 280428062808280128012800SUNSET LN NE NE 10TH STNE SUNSET BLVD NE 10TH STRO W RO W RO W ROWROWROWEOP EOP EOPEOPROWROW ROW ROWEOP EOPEO P EO PSIDEWALKSIDEWALK SI D E W A L K SIDEWALKSI D E W A L K ROW ROW ROW ROW ROWROWROWROW ROW ROW RO W RO W RO W EOPEOPEOPEO P EO P EO P EOPEOPEOPEOPEOPEOPEOPROWROWROW W T W21-7 W2 0 - 5 R W4 - 2 R FA S SPOTTER R2-1W21-7D R I V E W A Y DRIVEW A Y W T W21-7SPOTTER DRIVEWAYDRIVEWAYW21-7W20-5RR2-1EOP E O P EOPEOPEOPEOPDRIVEWAYOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00051SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNCONTROL TYPE:[UNDERGROUND WORK]SINGLE CLOSURE5-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.6MFP22000692 2801280128002810280828122806SUNSET LN NE NE 10TH STNE 10TH STEOP ROWROWROWROWROWROW ROW ROW ROW ROW RO W RO WROWROWROWSUNSET LN NEEOPEOPEOP EOP EO PEOP EOPEO P EO P EO P EO P E O PSIDEWALKSIDEWALKSIDEWALKSIDEWALKSI D E W A L K ROW ROW ROWRO W RO W RO W RO W EO P EO P EO P E O P EO PEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWSPOTTERWTW21-7W20-4W20-7aFL A G G E R W21-7W20-4W20-7aW21-7W20-4W20-7aFLAGGER FLAGGER N E S U N S E T B L V D ROAD CLOSED FROM11/04/2021-11/04/2023DUE TO CONSTRUCTIONOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00052SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterN2-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.CONTROL TYPE:[UNDERGROUND WORK]FLAGGINGR2-1R2-16MFP22000692 EOPEOPEOPEOPEOPEOP10831081NE 10TH STHARRINGTON AVE NE R O W ROWROWROW ROW ROWROWROWROW ROWNE 10TH STEOPEOPEO P E O PSIDEWALKEOP EOPEOPROWROWROWR2-1WTWTSPOTTER SPOTTER 23.0216 44.0296 W21-5W21-7W21-5W21-7W21-5W21-7PARKINGNOFROMTONAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREAPARKINGNOFROMTONAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREAR2-1OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00053SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterN2-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.CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK6MFP22000692 11322828283028341135116511391130117011481146114711751155282511331141117411431177110011621164116711591161115711591157115311511154115611451150112928061127113128011140000GLENWOOD AVE NE GLENWOOD AVE NE H A R R I N G T O N P L N E HA R R I N G T O N P L N E HARRINGTON AVE NE RO W RO W ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWHARRINGTON AVE NE EOPEOPEOPEOPEOPEOPEO P EO P EOP EOPEOPEOP EOP EOP EOPEOP EOP EOPEOPEOP EOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPW21-5W21-7W21-5W21-7WTWTWTROW ROW ROW ROW ROWROWROWROWROWROW49.0303 75.4958 48.3773GLENWOOD AVE NEPARKINGNO FROM TO NAME OF FIRM 000-0000 PHONE (CONTACT #) TOW-AWAY AREA PARKINGNO FROM TO NAME OF FIRM 000-0000 PHONE (CONTACT #) TOW-AWAY AREA PARKINGNO FROM TO NAME OF FIRM 000-0000 PHONE (CONTACT #) TOW-AWAY AREA W21-5W21-7R2-1R2-1OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00054SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterN2-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.CONTROL TYPE:[AERIAL WORK]SHOULDER WORK6MFP22000692 283411752825H A R R I N G T O N P L N E HARRINGTON PL NE ROW ROWROW R O W R O W R O W ROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROAD CLOSED FROM11/04/2021-11/04/2023DUE TO CONSTRUCTIONDRIVEWAYW2 1 - 5 W2 1 - 7WTSPOTTER OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00065SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterN2-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.CONTROL TYPE:[AERIAL WORK]SHOULDER WORK**WILL NEED TO COORDINATE WITH CONTRACTOR TOSCHEDULE WORK AROUND ONGOING CONSTRUCTION**R2-1MFP22000692 282828302834113510831081283228201143110011591157115311511145115011292806112728362822281028442830283428162824280828382812284228140S U N S E T L N N E HA R R I N G T O N P L N E ROWROWROWROWROWRO W RO W RO W RO W RO W RO W RO W RO W RO W ROW ROW ROW RO WROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWHARRINGTON AVE NE SU N S E T L N N E N E S U N S E T B L V D EO P EO P EO P EO P EOPEOPEOPRO W EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EO P EO P EO P EO P EOP EOP EOP ROAD CLOSED FROM11/04/2021-11/04/2023DUE TO CONSTRUCTIONROAD CLOSED FROM11/04/2021-11/04/2023DUE TO CONSTRUCTIONOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC TCPFORCED RELOCATES JB0000866914 00066SSAB2/2/2022NTSRENTON, WA 98056 2844 SUNSET BLVD FORCED RELO THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN10105150205270450500550---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 least 72hours prior to work-Sidewalks to remain open during road work unlessnoted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterN2-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.CONTROL TYPE:[AERIAL WORK]SHOULDER WORK**WILL NEED TO COORDINATE WITHCONTRACTOR TO SCHEDULE WORKAROUND ONGOING CONSTRUCTION**MFP22000692 SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4-5 -OVERVIEW 6-7 -FIBER DESIGN 8-9 -COAX DESIGN 10 -AERIAL WRECKOUT THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 96 CT FIBER: 1,916 FT + 20% STORAGE = 2,300 FT .875 COAX: 1,136 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: FIBER DESIGN: 1.TIE INTO SP.WAKV.0100 2.PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT 3.PULL (1) 96CT FIBER THROUGH EXISTING RISER 4.OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND 5.DELASH SPLICE CASES AND MOVE BACK (2) SPANS COAX DESIGN: 6.TIE INTO BOTH "A" AND "D" LEG ON NE 10TH ST 7.PROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUIT 8.PULL (2) .875 COAX THROUGH EXISTING RISER 9.OVERLASH (2) .875 COAX ON EXISTING AERIAL STRAND 10.TURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPAN OF .875 COAX CURRENTLY FEEDING MB AA001 AERIAL WRECKOUT: 11.WRECK OUT ALL AERIAL EQUIPMENT AND CABLE FROM POINT A TO POINT B BILL OF MATERIALS*: AERIAL WRECKOUT = FIBER OVERLASH = COAX OVERLASH = FIBER EXISTING UNDERGROUND = COAX EXISTING UNDERGROUND = FIBER RISER (1)= COAX RISER (1)= CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST Business/Job Contact POC:Justin Riener 208-559-6287 EMAIL: justin.riener@heartlandwa.com 2844 NE SUNSET BLVD RENTON, WA 98056FORCED RELO JB0000866914 FORCED RELOCATES CANNON COMPANIES Silas Schroeder - (253)-709-3302 - sschroeder@cannonconstructioninc.com ROW FOOTAGES*: TOTAL PROJECT FOOTAGE =3,880 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 5 11 5 0 WORK AREA 828 FT. 759 FT. 354 FT. 1132 FT. 757 FT. 25 FT. 25 FT. NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = 0 FT. 0 FT. 0 FT. 0 FT. SITE FOOTAGES*: 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 MFP22000692 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 JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000210GENERAL NOTESMFP22000692 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000310LEGENDEDGE 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 MANHOLEMFP22000692 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000410OVERVIEWNOVERVIEW - FIBER76MFP22000692 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000510OVERVIEWNOVERVIEW - COAX89MFP22000692 2804280610832680108128012801280028102808281228142806SUNSET LN NE NE 10TH STHARRINGTON AVE NE NE 10TH STROWEOP EO P EOPROWROWROWROWROWROW ROW ROW RO W RO W R O W RO W RO WROWROWROWROWROWROWROWROWROW ROWS U N S E T L N N E N E S U N S E T B L V D EOPEOPEOP EO P EO P EO P EO PEOPEOP EO P EO P EO P EO P EO P EO PEOPSIDEWALKSI D E W A L K SI D E W A L K SIDEWALKSIDEWALKSI D E W A L K RO W RO W ROWROWROW ROWRO W R O W RO W RO WEOP EO P EO P EO P EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWPVVVV1280 '295'300'100'357'OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:50025'50'610FIBER DESIGNNCONSTRUCTION NOTESTIE INTO SP.WAKV.0100 (KV07MX1.0A.1A)PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUITPULL (1) 96CT FIBER THROUGH EXISTING RISEROVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRANDDELASH SPLICE CASES AND MOVE BACK (2) SPANS12345MFP22000692 2828283028341135283228201143110011591157115311511145115011292806112728362822283028342816282428382842S U N S E T L N N E HA R R I N G T O N P L N E RO W RO W RO W RO W R O W ROW ROW ROW RO W RO WROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWHARRINGTON AVE NE EOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR25'234152'202'202'203'110'110'5WRECK OUTEXISTINGPOWER SUPPLYPLACE NEWPOWER SUPPLYLEGENDCURRENT LOCATIONSPROPOSED LOCATIONS5OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:50025'50'710FIBER DESIGNNCONSTRUCTION NOTESTIE INTO SP.WAKV.0100 (KV07MX1.0A.1A)PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUITPULL (1) 96CT FIBER THROUGH EXISTING RISEROVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRANDDELASH SPLICE CASES AND MOVE BACK (2) SPANS12345MFP22000692 108310811100112911272806NE 10TH STHARRINGTON AVE NE ROW RO W RO W RO W RO W RO W ROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW S U N S E T L N N ENE 10TH STEOPEOPEOPEO P EO P EO P EO P EO P EO PEOPSIDEWALKSIDEWALKEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWVVV6300'100'357'7OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:40020'40'810COAX DESIGNNCONSTRUCTION NOTESTIE INTO BOTH "A" AND "D" LEG ON NE 10TH STPROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUITPULL (2) .875 COAX THROUGH EXISTING RISEROVERLASH (2) .875 COAX ON EXISTING AERIAL STRANDTURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPANOF .875 COAX CURRENTLY FEEDING MB AA001678910MFP22000692 2828283011351143115911571153115111541145115028060HA R R I N G T O N P L N E ROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWHARRINGTON AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR25'89GLENWOOD AVE NE152'202'202'107OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:40020'40'910COAX DESIGNNCONSTRUCTION NOTESTIE INTO BOTH "A" AND "D" LEG ON NE 10TH STPROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUITPULL (2) .875 COAX THROUGH EXISTING RISEROVERLASH (2) .875 COAX ON EXISTING AERIAL STRANDTURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPANOF .875 COAX CURRENTLY FEEDING MB AA001678910MFP22000692 282828302834113510831081283228201143110011591157115311511145115011292806112728362822281028442830283428162824280828382812284228140S U N S E T L N N E HARRINGTON AVE NE HA R R I N G T O N P L N E ROWROWROWROWROWRO W RO W RO W RO W RO W RO W RO W RO W RO W ROW ROW ROW RO WROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWHARRINGTON AVE NE SU N S E T L N N E N E S U N S E T B L V D EO P EO P EO P EO P EOPEOPEOPRO W EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EO P EO P EO P EO P EOP EOP EOP 110'110'78'18 2 ' 16 0 ' 18 8 'POINT APOINT B11OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:60030'60'1010AERIAL WRECKOUTNCONSTRUCTION NOTESWRECKOUT ALL AERIAL EQUIPMENT ANDCABLE FROM POINT A TO POINT B11MFP22000692 Cannon Construction LLC. 406 Porter Way Milton, WA 98354 3/21/2022 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000866914 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 FIBER DESIGN: 1. TIE INTO SP.WAKV.0100 2. PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT 3. PULL (1) 96CT FIBER THROUGH EXISTING RISER 4. OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND 5. DELASH SPLICE CASES AND MOVE BACK (2) SPANS COAX DESIGN: 6. TIE INTO BOTH "A" AND "D" LEG ON NE 10TH ST 7. PROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUIT 8. PULL (2) .875 COAX THROUGH EXISTING RISER 9. OVERLASH (2) .875 COAX ON EXISTING AERIAL STRAND 10. TURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPAN OF .875 COAX CURRENTLY FEEDING MB AA001 AERIAL WRECKOUT: 11. WRECK OUT ALL AERIAL EQUIPMENT AND CABLE FROM POINT A TO POINT B at 2844 NE SUNSET BLVD 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 Silas Schroeder 253- 709-3302. 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#866914, MFP22000692, 2826 Sunset Ln NE) 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 and 96ct fiber for a total of approximately 1,113 lineal feet to existing Puget Sound Energy (PSE) poles along Harrington Ave NE 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#866914 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 SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4-5 -OVERVIEW 6-7 -FIBER DESIGN 8-9 -COAX DESIGN 10 -AERIAL WRECKOUT THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 96 CT FIBER: 1,916 FT + 20% STORAGE = 2,300 FT .875 COAX: 1,136 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: FIBER DESIGN: 1.TIE INTO SP.WAKV.0100 2.PROOF & PULL (1) 96CT FIBER THROUGH EXISTING CONDUIT 3.PULL (1) 96CT FIBER THROUGH EXISTING RISER 4.OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND 5.DELASH SPLICE CASES AND MOVE BACK (2) SPANS COAX DESIGN: 6.TIE INTO BOTH "A" AND "D" LEG ON NE 10TH ST 7.PROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUIT 8.PULL (2) .875 COAX THROUGH EXISTING RISER 9.OVERLASH (2) .875 COAX ON EXISTING AERIAL STRAND 10.TURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPAN OF .875 COAX CURRENTLY FEEDING MB AA001 AERIAL WRECKOUT: 11.WRECK OUT ALL AERIAL EQUIPMENT AND CABLE FROM POINT A TO POINT B BILL OF MATERIALS*: AERIAL WRECKOUT = FIBER OVERLASH = COAX OVERLASH = FIBER EXISTING UNDERGROUND = COAX EXISTING UNDERGROUND = FIBER RISER (1)= COAX RISER (1)= CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST Business/Job Contact POC:Justin Riener 208-559-6287 EMAIL: justin.riener@heartlandwa.com 2844 NE SUNSET BLVD RENTON, WA 98056FORCED RELO JB0000866914 FORCED RELOCATES CANNON COMPANIES Silas Schroeder - (253)-709-3302 - sschroeder@cannonconstructioninc.com ROW FOOTAGES*: TOTAL PROJECT FOOTAGE =3,880 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 5 11 5 0 WORK AREA 828 FT. 759 FT. 354 FT. 1132 FT. 757 FT. 25 FT. 25 FT. NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = 0 FT. 0 FT. 0 FT. 0 FT. SITE FOOTAGES*: 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 MFP22000692 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 JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000210GENERAL NOTESMFP22000692 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSSNTS000310LEGENDEDGE 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 MANHOLEMFP22000692 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV 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NOTESTIE INTO BOTH "A" AND "D" LEG ON NE 10TH STPROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUITPULL (2) .875 COAX THROUGH EXISTING RISEROVERLASH (2) .875 COAX ON EXISTING AERIAL STRANDTURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPANOF .875 COAX CURRENTLY FEEDING MB AA001678910MFP22000692 2828283011351143115911571153115111541145115028060HA R R I N G T O N P L N E ROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWHARRINGTON AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR25'89GLENWOOD AVE NE152'202'202'107OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:40020'40'910COAX DESIGNNCONSTRUCTION NOTESTIE INTO BOTH "A" AND "D" LEG ON NE 10TH STPROOF & PULL (2) .875 COAX THROUGH EXISTING CONDUITPULL (2) .875 COAX THROUGH EXISTING RISEROVERLASH (2) .875 COAX ON EXISTING AERIAL STRANDTURN AROUND MB DA008 AND TIE INTO THE OLD 202' SPANOF .875 COAX CURRENTLY FEEDING MB AA001678910MFP22000692 282828302834113510831081283228201143110011591157115311511145115011292806112728362822281028442830283428162824280828382812284228140S U N S E T L N N E HARRINGTON AVE NE HA R R I N G T O N P L N E ROWROWROWROWROWRO W RO W RO W RO W RO W RO W RO W RO W RO W ROW ROW ROW RO WROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWHARRINGTON AVE NE SU N S E T L N N E N E S U N S E T B L V D EO P EO P EO P EO P EOPEOPEOPRO W EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EO P EO P EO P EO P EOP EOP EOP 110'110'78'18 2 ' 16 0 ' 18 8 'POINT APOINT B11OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000866914 FORCED RELO 2844 NE SUNSET BLVD RENTON, WA 98056 FORCED RELOCATES2/2/2022ABSS1:60030'60'1010AERIAL WRECKOUTNCONSTRUCTION NOTESWRECKOUT ALL AERIAL EQUIPMENT ANDCABLE FROM POINT A TO POINT B11MFP22000692 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22000692 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 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 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". Page 1 of 1