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Home My WebLink AboutMFP21005172.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21005172 IVR Number: 21005172 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:10/21/2021Application Date:1623059089Parcel Number: 3901 NE 4TH ST Permit Type:11/19/2021Issue Date:Franchise Permit Work Class:11/19/2022Expiration Date:Major Utility Job Number: 764304Franchise Type:Cable Description: Comcast OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Annie Robertson Cannon Construction LLC Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Michael Cannon Cannon 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 X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Comcast Cable Communications Management JB0000764304 Rhonda Resnik 253-864-4246 Rhonda_Resnik@comcast.com 3901 NE 4th St Suite 105 Renton, WA 98056 Mettel Wholesale OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND Cannon Construction LLC - Annie Robertson 253-922-2787 ext 259 601590363 20838 9/30/2021 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR MFP21005172 Scott Warlick RESTORATION PER CITY OF RENTON STANDARDS 11/19/2021 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering Mettel Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Monday Friday 9 am 3 pm OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND Cannon Construction LLC 253 922 2787 Annie Robertson arobertson@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP21005172 Scott Warlick CED 11/19/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. •The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. •Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date Annie Robertson 9/30/2021 75931163201760755756303330003110693KIRKLAND AVE NEEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPKIRKLAND AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEO P EOP EOP EOPNE 7TH STNE 7TH STNE 7TH STNE 7TH STW21-7W20-4W20-7aFLAGGERW21-7 W20-4 W20-7a FLAGGERW21-7W20-4W20-7aFLAGGER W21-7W20-4W20-7aFLA G G E RWTWTR2-1R2-1SPOTTER WORK AREAWORK AREATHE 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: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000115DESIGNMFP21005172 33097013116762330171032018007163204758704708300033093321331570271133227663307NE 7TH STNE 7TH STEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 7TH STNE 7TH STNE 7TH STMONROE AVE NE MONROE AVE NE MONROE AVE NE W21-7W20-4W20-7aFLAGGER WT WTW21-7W20-4W20-7aFLAGGER WTSPOTTER W21-7W20-4W20-7aFLAGGER W21-7W20-4W20-7aFLAGGERR2-1R2-1WORK AREAWORK AREAWORK AREAWORK AREA10'MINSITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000215DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 3306330771033003301330133067023300NE 7TH PLEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP NE 6TH PLMONROE AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMONROE AVE NE MONROE AVE NE MONROE AVE NE MONROE AVE NE W21-7W20-5RW4-2RFASW21-7W21-7W21-7R2-1R2-1R2-1WT WT WT W21-7SPOTTER WORK AREAWORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000315DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 3310330733063309330433003301330133033316572EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP NE 6TH PLMONROE AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP MONROE AVE NE NE 6TH STWT WORK AREAWTWT W21-7W20-5W21-7SPOTTERSPOTTER W21-7W21-7W21-7R2-1R2-1R2-1WORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 3-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000415DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 33103309330433033316572EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP MONROE AVE NE NE 6TH ST10' MIN 10' MIN W21-7W20-5RWTWTW21-7W21-7R2-1R2-1WORK AREANE 6TH STW1-4LK-9622K-9622SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SHUOLDER WORK 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000515DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 3310352535115775793422352256834043504571330933223513352335055715753428352857433283507565341035105523416351634075623334331635193517OLYMPIA AVE NENEWPORT AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPNE 6TH STNE 6TH STNE 6TH STNE 6TH STNE 6TH STOLYMPIA AVE NE W21-7W20-4W20-7aFLAGGERWTWTWT W21-7W20-4W20-7aFLAGGER W21-7W20-4W20-7aFLAGGER W21-7W20-4W20-7aFLAGGERW21-7W20-4W20-7aFLAGGER R2-1R2-1R2-1WORK AREAWORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000615DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 35253511562360736225743625360457934223522568342535043611351335233613361635313505566353436193610360136285705753428352835073529341935103617341334163516362334073501360555835193517OLYMPIA AVE NEEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPNE 6TH STNE 6TH STNE 6TH STNE 6TH STNE 6TH STOLYMPIA AVE NE W21-7W20-4W20-7aFLAGGERWTWTW21-7W21-7W21-7W20-4W20-4W20-4W20-7aW20-7aW20-7aFLAGGER FLAGGER FLAGGER R2-1R2-1WORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000715DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 5433722374036223804372537103715361137055453616372237283634370437343610371636283731614372137013617371136273635537373500036233723371337035583716REDMOND PL NENE 5TH CTNE 6TH STQUEEN AVE NEQUEEN AVE NENE 5TH CTQUEEN PL NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPNE 6TH STNE 6TH STWTWTW21-7W20-4W20-7aFLAGGERW21-7W21-7W20-4W20-4W20-7aW20-7aFLAGGER FLAGGERW21-7W20-4W20-7aFLAGGER R2-1R2-1WORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000815DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 37403804383437253829371539176043722607390537163731383537213910373538283723NE 5TH PLNE 6TH STNE 6TH STREDMOND PL NESHELTON AVE NESHELTON PL NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP W21-7W20-4W20-7aFLAGGERWTWTWT W21-7W20-4W20-7aFLAGGERW21-7W20-4W20-7aFLAGGERW21-7W20-4W20-7aFLAGGERR2-1R2-1WORK AREAWORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000915DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 402039226046026086056033910003916TACOMA AVE NENE 6TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW21-7W20-4W20-7aFLAGGERWTWTNE 6TH STNE 6TH STNE 6TH STW21-7W21-7W20-4W20-4W20-7aW20-7aFLAGGER FLAGGER R2-1WORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001015DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 6134020612401940086026096166086054013401155941094014602608614620626410340094025NE 5TH PLNE 5TH CTNE 6TH STEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFL FLFL FLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLUNION AVE NEUNION AVE NE W21-7W20-4W20-7aFLAGGER W21-7W20-7aFLAGGER W3-4W21-7W20-7aFLAGGER W3-4W21-7W20-7aFLAGGER W3-4W21-7WORK AREAWORK AREAWORK AREASPOTTER R2-1R2-1R2-1R2-1SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001115DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 50140194104410241054103507559410941035085335374025NE 5TH PLNE 5TH STNE 5TH CTEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLUNION AVE NEUNION AVE NEUNION AVE NE NE 5TH PLWTW21-7W20-7aFLAGGER W3-4W21-7W20-7aFLAGGER W3-4W21-7W20-7aFLAGGERW3-4W21-7W20-7aW3-4FLAGGER R2-1R2-1R2-1R2-1WTSPOTTER WORK AREAWORK AREAWORK AREAW21-7W20-5RW4-2RFASW20-7aW3-4FLAGGER SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 3-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001215DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 440400245240164028442421404244444840104024446403840344754006402045040064384046434NE 4TH PLTACOMA PL NENE 4TH PLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP UNION AVE NEUNION AVE NEUNION AVE NE WTW21-7W20-7aFLAGGER W3-4WTW21-7W20-7aFLAGGERW3-4W21-7W20-5RW4-2RFASW20-7aW3-4FLAGGER R2-1R2-1SPOTTER WORK AREAWORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 3-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001315DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 4020421410239333513929UNION AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPNE 4TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL UNION AVE NENE 4TH STW21-7W20-7aW3-4W21-7W20-7aW3-4W21-7W20-7aW3-4WTWTW21-7W20-5RW4-2RFASW20-7aW3-4SPOTTER WORK AREAWORK AREAPOLICEOFFICER10'MINR2-1R2-1R2-1SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: FLAGGER CONTROL 3-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001415DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 40164020400040044008401239333513453944394839523929UNION AVE NENE 3RD PLEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPUNION AVE NEUNION AVE NENE 4TH STW21-7WTWTWTW21-7W21-7W21-5W21-7R2-1R2-1R2-1WORK AREAWORK AREAWORK AREASPOTTER SITE SPECIFIC TRAFFIC CONTROL PLAN[AERIAL WORK] CONTROL TYPE: SHOULDER WORK 3-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGERSPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001515DESIGNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONMFP21005172 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-12 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 96 CT FIBER: 5,949 FT + 20% STORAGE = 7,138 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: - TIE IN TO EXISTING SPLICE CASE SP.WAKV.0107 - OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND - TIE IN TO EXISTING SPLICE CASE SP.WALKV.0109 BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (X)= TOTAL ROW FOOTAGE = 0 FT. 5,949 FT. 0 FT. 0 FT. 0 FT. 5,949 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 Business/Job Contact POC: Evan Slack - (425)-6906974 - evan_slack@valleymed.org 3901 NE 4th St Suite 105 Renton, WA 98056Mettel - Wholesale JB0000764304 CANNON COMPANIES Alex Gaunt - (206)-856-3583 - aguant@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 =5,949 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 40 40 40 8 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 MFP21005172 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000212LEGENDEDGE 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 PANELSHFH-FRAMEVAULT - LARGECABCABINETLEGENDLANE DIRECTION INDICATORPROPOSEDMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION SHOWN ON PAGESUKCBCBPPVVVVVVWORK 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 STORAGETREEVVAULT - SMALL444LA MANHOLEVAULT - 25TAVAULT - LARGEEXISTING - CONTINUED233LA MANHOLEMFP21005172 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000312GENERAL NOTESGENERAL NOTESSTANDARD1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TOCONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, ASNECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THATTHERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARENOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUNDIMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBEIN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICHMAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESEOCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREESTO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGESAND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 8113. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TOPREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIORWRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENTPROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.TRAFFIC CONTROL1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVEONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH ASPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURINGNON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEESAND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.SITE PREPARATION1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BEEITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKEMATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.TRENCH EXCAVATION AND BACKFILL1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALLBACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED INTRAFFIC-BEARING LOCATIONS.2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.UTILITY DUCT1. BURIED DUCT SHALL BE (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.MFP21005172 7013116762330171032017607163204758756704708300070231103307778NE 7TH STNE 7TH STNE 7TH STNE 7TH STNE 7TH STNE 7TH STMONROE AVE NE MONROE AVE NE MONROE AVE NEOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:1PSE & CTL318351-166823SECONDARY 306N/ANEUTRAL 306N/ASECONDARY DRIP 289N/ACOMM #1 272N/ACOMCAST #1 267N/ATELCO #1 225N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:2PSE & CTL318352-166830NEUTRAL 295N/ASECONDARY DRIP 292N/ACOMM #1 257N/ACOMCAST #1 247N/ATELCO #1 216N/ADNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:3PSE & CTL318355-166843NEUTRAL302N/ASECONDARY302N/ASECONDARY DRIP 283N/ACOMM #1 2411N/ACOMCAST #1 240N/ACOMM #2 2210N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - 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HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:32PSE318196-167128NEUTRAL 295N/ASECONDARY295N/ASECONDARY DRIP 2710N/ACOMCAST #1 195N/ACOMM #1 FG ARM182N/ATELCO #1 1610N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:33PSE & CTL318185-167128NEUTRAL 273N/ASECONDARY273N/ASECONDARY DRIP 263N/ACOMCAST #1 237N/ACOMM #1 225N/ATELCO #1 185N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:34PSE318175-167128NEUTRAL 265N/ASECONDARY265N/ASECONDARY DRIP 264N/ACOMM #1255N/ACOMM #2254N/ACOMCAST #12411N/ACOMCAST #2 249N/ACOMM #3 FG ARM2311N/ATELCO #1 226N/ADNNNNNNNNNMATCHLINESHEET 9NE 5TH PLMATCHLINESHEET 11MAKE READY: LOWER COMCAST #1 TO 22'-11"MAKE READY: LOWER COMM #1 TO 21'-11"MAKE READY: LOWER COMM #1 TO 23'-0"MAKE READY: LOWER COMM #2 TO 22'-0"MAKE READY: LOWER COMCAST #1 TO 21'-0"MAKE READY: LOWER COMCAST #2 TO 20'-0"MAKE READY: LOWER COMM #3 TO 19'-0"MAKE READY: LOWER TELCO #1 TO 18'-0"207'117'89'138'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001012DESIGNNMFP21005172 440400245240164028442402042140424284102430444448401040244464114426403843241124034400440064020450400643841104046424434NE 4TH PLNE 4TH CTTACOMA PL NENE 4TH PLUNION AVE NEUNION AVE NEUNION AVE NE OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:35PSE318148-167129NEUTRAL299N/ASECONDARY299N/ASECONDARY DRIP290N/ACOMCAST #1 FG ARM244N/ATELCO #1 WOOD ARM229N/ATELCO #2 WOOD ARM229N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:36PSE & CTL318128-167129NEUTRAL 322N/ASECONDARY322N/ASECONDARY DRIP 302N/ASTREET LIGHT 251N/ACOMCAST #1 FG ARM248N/ATELCO #1 WOOD ARM230N/ATELCO #2 WOOD ARM217N/ADNNNNNNNMATCHLINESHEET 10MATCHLINESHEET 12442'174'172'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001112DESIGNNMFP21005172 390132635440164020400040044008401239333514105345400540253953394939453915391139073903381338093808381239023906391039143944394839523929NE 4TH STUNION AVE NENE 3RD PLNE 4TH STUNION AVE NEUNION AVE NEOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:37PSE318111-167129NEUTRAL 400N/ACOMCAST #1 WOOD ARM248N/ATELCO #1 WOOD ARM248N/ATELCO #2 WOOD ARM248N/ADNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:38PSE318100-167128NEUTRAL 400N/ASECONDARY DRIP 251N/ACOMCAST #1 WOOD ARM222N/ATELCO #1 WOOD ARM2010N/ATELCO #2 WOOD ARM195N/ADNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:39PSE318089-167128NEUTRAL 275N/ASECONDARY275N/ASECONDARY DRIP 260N/ASTREET LIGHT 253N/ACOMCAST #1216N/ATELCO #1 199N/ATELCO #2184N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:40PSE318080-167128NEUTRAL 230N/ASECONDARY230N/ASECONDARY DRIP 216N/ASTREET LIGHT 215N/ACOMCAST #1202N/ATELCO #1 190N/ATELCO #21710N/ADNNNNNNNMATCHLINESHEET 11NE 4TH STNE 4TH STMAKE READY: LOWER COMCAST #1 TO 21'-9"MAKE READY: RAISE SECONDARY DRIP TO 23'-0"MAKE READY: LOWER COMCAST #1 TO 19'-8"95'125'78'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDTIE IN TO EXISTING SPLICECASE SP.WAKV.0109OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001212DESIGNNMFP21005172 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 11/18/2021 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000764304 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 OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND ALONG 40 PSE OWNED POLES Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Rhonda Resnik. Thank you for your consideration in this matter. Rhonda Resnik Permit Coordinator Comcast Cable Communications Management o 253-864-4246 | e Rhonda_Resnik@comcast.com November 19, 2021 Rhonda Resnik Comcast Cable Communications Management 410 Valley Ave NW Puyallup, WA 98371 Via Email: Rhonda_Resnik@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#764304, MFP21005172, 3901 NE 4th St) Dear Ms. Resnik: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction LLC overlash 96CT fiber for a total of approximately 5,949 lineal feet to existing Puget Sound Energy (PSE) poles along NE 7th St, Monroe Ave NE, NE 6th St, and Union 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#764304 Page 2 of 2 November 19, 2021 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, December 3, 2021. 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, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Enclosures: Site Plan SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-12 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 96 CT FIBER: 5,949 FT + 20% STORAGE = 7,138 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: - TIE IN TO EXISTING SPLICE CASE SP.WAKV.0107 - OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND - TIE IN TO EXISTING SPLICE CASE SP.WALKV.0109 BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (X)= TOTAL ROW FOOTAGE = 0 FT. 5,949 FT. 0 FT. 0 FT. 0 FT. 5,949 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Sinc Business/Job Contact POC: Evan Slack - (425)-6906974 - evan_slack@valleymed.org 3901 NE 4th St Suite 105 Renton, WA 98056Mettel - Wholesale JB0000764304 CANNON COMPANIES Alex Gaunt - (206)-856-3583 - aguant@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 =5,949 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 40 40 40 8 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 MFP21005172 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000212LEGENDEDGE 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 PANELSHFH-FRAMEVAULT - LARGECABCABINETLEGENDLANE DIRECTION INDICATORPROPOSEDMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION SHOWN ON PAGESUKCBCBPPVVVVVVWORK 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 STORAGETREEVVAULT - SMALL444LA MANHOLEVAULT - 25TAVAULT - LARGEEXISTING - CONTINUED233LA MANHOLEMFP21005172 OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000312GENERAL NOTESGENERAL NOTESSTANDARD1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TOCONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, ASNECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THATTHERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARENOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUNDIMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBEIN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICHMAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESEOCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREESTO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGESAND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 8113. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TOPREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIORWRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENTPROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.TRAFFIC CONTROL1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVEONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH ASPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURINGNON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEESAND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.SITE PREPARATION1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BEEITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKEMATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.TRENCH EXCAVATION AND BACKFILL1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALLBACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED INTRAFFIC-BEARING LOCATIONS.2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.UTILITY DUCT1. BURIED DUCT SHALL BE (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.MFP21005172 7013116762330171032017607163204758756704708300070231103307778NE 7TH STNE 7TH STNE 7TH STNE 7TH STNE 7TH STNE 7TH STMONROE AVE NE MONROE AVE NE MONROE AVE NEOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:1PSE & CTL318351-166823SECONDARY 306N/ANEUTRAL 306N/ASECONDARY DRIP 289N/ACOMM #1 272N/ACOMCAST #1 267N/ATELCO #1 225N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:2PSE & CTL318352-166830NEUTRAL 295N/ASECONDARY DRIP 292N/ACOMM #1 257N/ACOMCAST #1 247N/ATELCO #1 216N/ADNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:3PSE & CTL318355-166843NEUTRAL302N/ASECONDARY302N/ASECONDARY DRIP 283N/ACOMM #1 2411N/ACOMCAST #1 240N/ACOMM #2 2210N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:4PSE318372-166849NEUTRAL246N/ASECONDARY246N/ASECONDARY DRIP 2310N/ACOMM #1 212N/ACOMCAST #1 202N/ACOMM #2 192N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:5PSE & CTL4030NEUTRAL2510N/ASECONDARY2510N/ASECONDARY DRIP 247N/ASTREET LIGHT 220N/ASTREETLIGHT DRIP 2111N/ACOMCAST #1 211N/ACOMM #1 201N/ACOMM #2 1810N/ADNNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:6PSE & CTL318344-168869SECONDARY 2910N/ANEUTRAL 2910N/ASECONDARY DRIP 2810N/ASTREET LIGHT 258N/ACOMM #1 255N/ACOMCAST #1 246N/ATELCO #1 236N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:7PSE318323-166868NEUTRAL 280N/ASECONDARY DRIP 265N/ACOMM #1 217N/ACOMCAST #1 206N/ATELCO #1 195N/ADNNNNNMATCHLINESHEET 5109'126'117'152'154'200'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDTIE IN TO EXISTING SPLICECASE SP.WAKV.0107OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000412DESIGNNMFP21005172 340633243324330734063306332534073307340733253312665331833133412333034003300333133123319333033013400330134013401331933063313341334133331330034123318NE 7TH PLNE 6TH PLNE 6TH PLMONROE AVE NE MONROE AVE NE MONROE AVE NE OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:8PSE & CTL318302-166868NEUTRAL 282N/ASECONDARY 272N/ASECONDARY DRIP 262N/ASTREET LIGHT 219N/ASTREETLIGHT DRIP 214N/ACOMM #1 204N/ACOMCAST #1 195N/ATELCO #1 184N/ADNNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:9PSE & CTL318286-166868NEUTRAL 278N/ACOMM #1 239N/ACOMCAST #1 227N/ATELCO #1 216N/ADNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:10PSE & CTL318271-166868SECONDARY 314N/ANEUTRAL 314N/ASECONDARY DRIP 301N/ASTREET LIGHT 239N/ATELCO #2 231N/ACOMCAST #3 225N/ACOMCAST #2 209N/ACOMCAST #1 201N/ATELCO #1 187N/ADNNNNNNNNNMATCHLINESHEET 4MATCHLINESHEET 6211'157'161'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000512DESIGNNMFP21005172 331057756834045713309332233045405345743328565341054655234163407562333433033316572NEWPORT AVE NEMONROE AVE NE NE 6TH STNE 6TH STNE 6TH STOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:11PSE & CTL318250-166868SECONDARY 330N/ANEUTRAL 330N/ASTREET LIGHT 312N/ASECONDARY DRIP 309N/ACOMCAST #1 1910N/ATELCO #1 1810N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:12PSE & CTL318250-166884SECONDARY 245N/ANEUTRAL 240N/ASECONDARY DRIP 232N/ACOMCAST #1 20419'-10"TELCO #1 188N/ATELCO #2 178N/ADNNNYNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:13PSE & CTL318250-166900SECONDARY 254N/ANEUTRAL 254N/ASECONDARY DRIP 233N/ASTREET LIGHT 2110N/ACOMCAST #1 193N/ATELCO #1 181N/ATELCO #2 1611N/ADNNNNNNNMATCHLINE SHEET 7 MATCHLINESHEET 5MAKE READY: LOWER COMCAST #1 TO 19'-10"202'166'163'146'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000612DESIGNNMFP21005172 352535115623607362257436253604579342235223425350436115543513352336133616353135055663534571361936103601362857057534283528350735293419351036173627351636233501360555835193517NE 6TH PLOLYMPIA AVE NENE 6TH STNE 6TH STNE 6TH STNE 6TH STNE 6TH STOLYMPIA AVE NE OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:14PSE318250-166916SECONDARY 249N/ANEUTRAL 249N/ASECONDARY DRIP 234N/ACOMCAST #1 215N/ATELCO #3 207N/ATELCO #1 203N/ATELCO #2 1811N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:15PSE & CTL318249-166925NEUTRAL257N/ASECONDARY257N/ASECONDARY DRIP 247N/ASTREET LIGHT 233N/ASTREETLIGHT DRIP 227N/ACOMCAST #1 197N/ATELCO #1 186N/ATELCO #2 175N/ATELCO #3 172N/ADNNNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:16PSE & CTL318249-166942NEUTRAL2511N/ASECONDARY2511N/ASECONDARY DRIP 248N/ACOMCAST #1 2011N/ATELCO #1 WOOD ARM1810N/ATELCO #2 WOOD ARM1810N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:17PSE & CTL318249-166952NEUTRAL249N/ASECONDARY249N/ASECONDARY DRIP 239N/ASTREET LIGHT 234N/ASTREETLIGHT DRIP 224N/ACOMCAST #1 2010N/ATELCO #1 WOOD ARM194N/ATELCO #2 WOOD ARM194N/ADNNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:18PSE & CTL318249-166967NEUTRAL254N/ASECONDARY254N/ASECONDARY DRIP 242N/ASTREET LIGHT 213N/ACOMCAST #1 203N/ATELCO #1 WOOD ARM189N/ATELCO #2 WOOD ARM189N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:19PSE & CTL318249-166983NEUTRAL249N/ASECONDARY249N/ASECONDARY DRIP 233N/ACOMCAST #1 203N/ATELCO #1 WOOD ARM1810N/ATELCO #2 WOOD ARM1810N/ADNNNNNNMATCHLINE SHEET 6 MATCHLINE SHEET 8MAKE READY: LOWER COMCAST #1 TO 20'-5"MAKE READY: LOWER COMCAST #1 TO 19'-11"109'143'114'158'144'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRAND107'OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000712DESIGNNMFP21005172 5433722374038343804383437253829371061537156183719370554537226073905372853836343631370461937343904371661137313835614372137015393805371337113635537535533373538280000370737233801371337033716REDMOND PL NENE 6TH PLNE 5TH CTNE 5TH PLSHELTON PL NENE 6TH STNE 6TH STQUEEN AVE NENE 5TH PLNE 6TH PLREDMOND PL NEQUEEN AVE NESHELTON PL NENE 5TH CTQUEEN PL NENE 6TH STOWNER:POLE#:- ATTACHMENTS - 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HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:25PSE & CTL318248-167077NEURTAL261N/ASECONDARY261N/ASECONDARY DRIP 246N/ACOMCAST #1 195N/ATELCO #1 1710N/ADNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:26PSE318247-167088NEUTRAL 237N/ASECONDARY237N/ASECONDARY DRIP 225N/ACOMCAST #1 180N/ATELCO #1 169N/ATELCO #2 159N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:27PSE318247-167100NEUTRAL 283N/ASECONDARY283N/ASECONDARY DRIP 275N/ASTREET LIGHT 2410N/ACOMCAST #1 192N/ATELCO #1 184N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:28PSE318247-167117NEUTRAL 400N/ACOMCAST #1 202N/ATELCO #1 183N/ATELCO #2 173N/ADNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:29PSE & CTL318243-167127NEUTRAL 2911N/ASECONDARY2911N/ASECONDARY DRIP 284N/ASTREET LIGHT 262N/ASTREETLIGHT DRIP 257N/ACOMCAST #1 255N/ACOMM #1 FG ARM252N/ATELCO #1 2210N/ADNNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:30PSE & CTL318228-167127NEUTRAL 307N/ASECONDARY307N/ASECONDARY DRIP 292N/ASTREET LIGHT 2810N/ASTREETLIGHT DRIP 286N/ACOMCAST #1 251N/ACOMM #1 233N/ATELCO #1 224N/ADNNNNNNNNMATCHLINE SHEET 8 MATCHLINESHEET 10MAKE READY: LOWER COMCAST #1 TO 25'-0"MAKE READY: LOWER COMM #1 TO 24'-0"133'104'125'164'170'147'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS000912DESIGNNMFP21005172 5015234003401941334207410941204104411042194126420542014117410741284114421741024203411541054116421542004103412241084221420741194113529500512394039295074013410942014754121412741035085334009537411540254139525NE 5TH PLNE 5TH STUNION AVE NEUNION AVE NEUNION AVE NE OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:31PSE318207-167128NEUTRAL 296N/ASECONDARY296N/ASECONDARY DRIP 286N/ASTREET LIGHT 260N/ACOMCAST #1 234N/ACOMM #1 2110N/ATELCO #1 208N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:32PSE318196-167128NEUTRAL 295N/ASECONDARY295N/ASECONDARY DRIP 2710N/ACOMCAST #1 195N/ACOMM #1 FG ARM182N/ATELCO #1 1610N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:33PSE & CTL318185-167128NEUTRAL 273N/ASECONDARY273N/ASECONDARY DRIP 263N/ACOMCAST #1 237N/ACOMM #1 225N/ATELCO #1 185N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:34PSE318175-167128NEUTRAL 265N/ASECONDARY265N/ASECONDARY DRIP 264N/ACOMM #1255N/ACOMM #2254N/ACOMCAST #12411N/ACOMCAST #2 249N/ACOMM #3 FG ARM2311N/ATELCO #1 226N/ADNNNNNNNNNMATCHLINESHEET 9NE 5TH PLMATCHLINESHEET 11MAKE READY: LOWER COMCAST #1 TO 22'-11"MAKE READY: LOWER COMM #1 TO 21'-11"MAKE READY: LOWER COMM #1 TO 23'-0"MAKE READY: LOWER COMM #2 TO 22'-0"MAKE READY: LOWER COMCAST #1 TO 21'-0"MAKE READY: LOWER COMCAST #2 TO 20'-0"MAKE READY: LOWER COMM #3 TO 19'-0"MAKE READY: LOWER TELCO #1 TO 18'-0"207'117'89'138'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001012DESIGNNMFP21005172 440400245240164028442402042140424284102430444448401040244464114426403843241124034400440064020450400643841104046424434NE 4TH PLNE 4TH CTTACOMA PL NENE 4TH PLUNION AVE NEUNION AVE NEUNION AVE NE OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:35PSE318148-167129NEUTRAL299N/ASECONDARY299N/ASECONDARY DRIP290N/ACOMCAST #1 FG ARM244N/ATELCO #1 WOOD ARM229N/ATELCO #2 WOOD ARM229N/ADNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:36PSE & CTL318128-167129NEUTRAL 322N/ASECONDARY322N/ASECONDARY DRIP 302N/ASTREET LIGHT 251N/ACOMCAST #1 FG ARM248N/ATELCO #1 WOOD ARM230N/ATELCO #2 WOOD ARM217N/ADNNNNNNNMATCHLINESHEET 10MATCHLINESHEET 12442'174'172'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001112DESIGNNMFP21005172 390132635440164020400040044008401239333514105345400540253953394939453915391139073903381338093808381239023906391039143944394839523929NE 4TH STUNION AVE NENE 3RD PLNE 4TH STUNION AVE NEUNION AVE NEOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:37PSE318111-167129NEUTRAL 400N/ACOMCAST #1 WOOD ARM248N/ATELCO #1 WOOD ARM248N/ATELCO #2 WOOD ARM248N/ADNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:38PSE318100-167128NEUTRAL 400N/ASECONDARY DRIP 251N/ACOMCAST #1 WOOD ARM222N/ATELCO #1 WOOD ARM2010N/ATELCO #2 WOOD ARM195N/ADNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:39PSE318089-167128NEUTRAL 275N/ASECONDARY275N/ASECONDARY DRIP 260N/ASTREET LIGHT 253N/ACOMCAST #1216N/ATELCO #1 199N/ATELCO #2184N/ADNNNNNNNOWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:40PSE318080-167128NEUTRAL 230N/ASECONDARY230N/ASECONDARY DRIP 216N/ASTREET LIGHT 215N/ACOMCAST #1202N/ATELCO #1 190N/ATELCO #21710N/ADNNNNNNNMATCHLINESHEET 11NE 4TH STNE 4TH STMAKE READY: LOWER COMCAST #1 TO 21'-9"MAKE READY: RAISE SECONDARY DRIP TO 23'-0"MAKE READY: LOWER COMCAST #1 TO 19'-8"95'125'78'OVERLASH (1) 96CT FIBER ONEXISTING AERIAL STRANDTIE IN TO EXISTING SPLICECASE SP.WAKV.0109OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC JB0000764304 Mettel-Wholesale 3901 NE 4th St Suite 105 Renton, WA 98056 Metro-E RetailCODE09/24/2021THAGNTS0001212DESIGNNMFP21005172 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP21005172 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 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 4 A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. Page 1 of 1