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HomeMy WebLinkAboutMFP22005644.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22005644 IVR Number: 22005644 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:10/21/2022Application Date:0923059212Parcel Number: 4011 NE 6TH ST Permit Type:11/18/2022Issue Date:Franchise Permit Work Class:11/20/2023Expiration Date:Major Utility Job Number: JB0000898030Franchise Type:Cable Description: Comcast JB0000898030. TIE INTO SPLICE CASE SP.WAKV.0108. PLACE NEW 48CT STRAP. ADD NEW 12CH MUX. REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY. PLACE NEW MID SHEATH. TIE INTO SPLICE CASE SP0109.WAKV. Contacts Name Address PhoneTypeBilling David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Corrie Lamb Comcast 2525 Beaufort Dr. Modesto, CA 95355 Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK Electrical Contractor: CANNOCI873CL CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (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 JB0000898030 Corrie Lamb 209-985-3769 corrie_lamb@comcast.com 4011 NE 6TH ST RENTON, WA 98056 WAKVD0200 2X4 TIE INTO SPLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP - ADD NEW 12CH MUX - REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY - PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.WAKV Cannon Construction LLC - David Standring 253-922-2787 601590363 20838 10/21/2022 MFP22005644 RESTORATION PER CITY OF RENTON STANDARDS Scott Warlick 11/18/2022 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST 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 traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 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.  Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o 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. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering WAKVD02X00 2x4 4011 NE 6TH ST RENTON, WA 98056 Monday Friday 8:00am 3:00pm Cannon Corrie Lamb 209-985-3769 410 Valley Ave NW, Suite 12, Bldg C Puyallup - TIE INTO SLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP - ADD NEW 12CH MUX - REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY - PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.W MFP22005644 Scott Warlick CED 11/18/2022 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING:  Must have approved Traffic Control Plan (TCP) prior to commencing the work.  Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians.  WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way.  Comply with all traffic regulations of the City of Renton and the State of Washington.  Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices.  Notify emergency services (253-852-2121) 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 a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  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 R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 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 Permit Holder’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 City within the scope of this Agreement, Permit Holder 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.  All permit conditions shall be met. NOTES:  Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.  Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT.  Approved Temporary Traffic Control Plan 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.  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.  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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021  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 Traffic Control Plan 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). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) David Standring 10/21/2022 ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW0 3930 559 4020 613 612 613 4008 3926 3917 3922 609 602 616 609 4002 617 3916 608 3922 605 620 617 3923 4011 603 4014 UNION AVE NENE 6TH ST UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST FLFLFLFLFLEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP R2-1 B FLAGGER XXXX L XXXXXXFLAGGER50'-100'XXXFLAGGER WT WT R2-1 R2-1 13 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 1 9 TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SINGLE LANE CLOSURE 2 - LANE ROAD MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOP ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW602 608 614 620 626 632 0 559 4020 613 612 4008 609 602 616 608 605 4011 4014 NE 6TH ST UNION AVE NENE 5TH CTFLFLFLFLFLEOPEOPEOPXXXXL/3BWT6 DEVICE MIN50'-100'WTL/3BWT6 DEVICE MIN50'-100'X R2-1 R2-1 10 11 11 11 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 2 9 TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SHOULDER CLOSURE MFP22005644 ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPROWEOPEOPEOPE O P EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWFLFLEOP EOP EOP EOPEOPROWROWROWROW ROW ROW ROW 4121 41274103 0 4109 4104 4110 4107 4114 4102 41154105 4116 4103 4108 4113 559 4109 4019 4008 529 4009 533 4025 537 4115 4013 4011 4014 UNION AVE NENE 5TH PL UNION AVE NENE 5TH ST NE 5TH CTFLFLFL EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOP EOPEOPEOPEOPEOPE O P EOP EOP EOPWTWTXX XL/3B8 5 11 R2-1 R2-1 R2-1 XXX SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 3 9 TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL WORK SHOULDER CLOSURE MFP22005644 FLFLFLFLROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPROW475 4109 4120 4104 4110 4219 4126 4205 420141174107 4128 4114 4217 4102 4203 41154105 4116 4215 4103 4122 4108 4221 4207 41194113 508 4038 501 4016 4028 529 40424020 533 537 4046 500 512 4024 507 UNION AVE NENE 5TH ST UNION AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE OP EOP EOP EOP EOP EOP EOP EOP XXL/3BR2-1 WTWTXWT6 DEVICE MIN50'-100'X8 114 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 4 9 TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SHOULDER CLOSURE MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034 4112 4038 4020 421 4016 4028 4042 4102 4020 4046 4110 4024 NE 4TH PL UNION AVE NEEOPEOPEOPEOPEOPEOPEOPE O P EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPXLBR2-1WT WTXXX X11 11 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 5 9 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SINGLE LANE CLOSURE 4 - LANE ROAD MFP22005644 ROW EOP EOPEOPEOPROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOP ROWROWROWEOPEOPEOPEOPEOPEOP EOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOP EOP FL FL FL 4020 3933 3929 UNION AVE NENE 4TH ST UNION AVE NEEOP EOP EOP EOP EOP EOP EOPEOPXX BL WTR2-1 X XXXR2-1 10 10 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 6 9 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL WORK SINGLE LANE CLOSURE 5 - LANE ROAD MFP22005644 ROWROWROWROWROWROWROWROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP 4004 4020 3929 NE 4TH ST EOP EOP XXX BL WTWTXR2-1 10 10 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 7 9 TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SINGLE LANE CLOSURE 5 - LANE ROAD MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP3788 3800 423 427 431 38093807 3772 3803 38133805 3770 3801 3904 3709 NE 4TH ST EOPEO PEOP XXX BL WTX6 DEVICE MIN50'-100'WTR2-1 10 11 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 8 9 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL SINGLE LANE CLOSURE 5 - LANE ROAD MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPE O P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3788 3612 3700 3772 3612 3770 3709QUEEN AVE NENE 4TH ST XXX WTBL WT6 DEVICE MIN50'-100'XR2-1X 10 11 / PM CONTACT INFORMATION: DRAWN BY: PROJECT MANAGER: N S EW CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAdriann Lamear (P): (253) 353-0286 (E): alamear@teamcannon.comJB0000898030WAKVD02X00 2x44011 NE 6TH STRENTON, WA 98056NODE17-050 10/21/2022 JW NL TRAFFIC CONTROL 9 9 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN 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 ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES - Will coordinate with any businesses that will be affected by construction - Temporary "NO PARKING" signs to be placed at least 72 hours prior to work - Driveway access will be maintained unless otherwise noted - Sidewalk of 4' width will be maintained for pedestrian access unless otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Flagger Spotter WT Work Area Traffic Safety Cone/Drum WT WORK TYPE: CONTROL TYPE: AERIAL WORK SINGLE LANE CLOSURE 5 - LANE ROAD MFP22005644 WORK AREA CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 SITE ADDRESS: 4011 NE 6TH ST RENTON, WA 98056 CONTACTS: CANNON COMPANIES Justin Withrow - (253)-951-2896- jwithrow@teamcannon.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com SCOPE OF WORK: JB0000898030 WAKVD02Y000 1X2 - WAKVD0200 2X4 NODE SHEET INDEX 1 - COVER 2 - GENERAL NOTES 3 - LEGEND 4-8 - CONSTRUCTION PLAN - TIE INTO SPLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP - ADD NEW 12CH MUX - REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY - PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.WAKV PROJECT MAP: POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = DISTRIBUTION = 19 19 3 5 14 N S EW *ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER = TOTAL ROW FOOTAGE = FT. FT. FT. FT. FT. FT. ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL SITE FOOTAGE = FT. FT. FT. FT. FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE = FT. 0 3,128 0 0 (0)0 3,128 0 0 0 0 0 3,128 FT + 20% STORAGE = FT48CT FIBER 3,128 3,753 MFP22005644 This permit is for Major construction work in the ROW and will be billed at an additional $150/HR for inspections. After hours and weekend work will be billed at $175/HR STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL GENERAL NOTES 2 8 SCALE: NO SCALE MFP22005644 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL LEGEND 3 8 SCALE: NO SCALE MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS LANE LINE CENTER LINE / STATION LINE FOG LINE EDGE OF PAVEMENT RIGHT OF WAY SIDEWALK FENCE GUARD RAIL POWER TRAFFIC SIGNAL COMMUNICATION TELECOMMUNICATION SEWER MAIN SIDE SEWER DRAIN MAIN DRAINAGE DITCH GAS OIL STEAM WATER UNKNOWN UTILITY STRAW WATTLES TRAFFIC CONES PROPOSED NEW CONDUIT PROPOSED NEW STRUCTURE PROPOSED NEW AERIAL STRAND FL FL EOP EOP ROW ROW S/W S/W U U U U P P TS TS C C T T S S SS SS D D DD DD G G OIL OIL ST ST W W UNK UNK EXISTING CONDUIT/INFRASTRUCTURE EXISTING AERIAL UTILITY POLE (EXIST / NEW) STREET LIGHT CROSS WALK SIGNAL SHRUBBERY TREE CATCH BASIN CATCH BASIN W/ SOCK MANHOLE UTILITY VALVE WATER METER UTILITY RISER (EXIST / NEW) CB CB V M CW SL R FIRE HYDRANTFH MH 17X30 VAULT 24X36 VAULT 36X48 VAULT 4X4 VAULT 25-TA VAULT 233-LA 444-LA 253-TA VAULT 35-TA VAULT UNK VAULT (SIZE MAY VARY) DH DH DOG HOUSE TIGER HOUSE P PEDESTAL EXISTING SPLICE CASE DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# DISTANCE DIMENSION A # CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION PAGE WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT PHOTO LOCATOR/ORIENTATION CONCRETE ASPHALT CONCRETE PANELS LANDSCAPE LIMITS OF RESTORATION # NEW SPLICE CASE NEW STORAGE FOOTAGE NOTE FOOTAGE NOTE OVER(339') 339' MULTIPLE SHEETS CALLOUT GRAVEL BRICK/COBBLE 200' PARCEL LINES BOREPIT BOREPIT (SIZE MAY VARY) N S EW BUILDING OUTLINE UTILITY POTHOLE STREET SIGN NORTH ARROW LANE DIRECTION INDICATOR # POLE ANCHOR/GUY PROPOSED CROSSWALK R POLE # CALLOUT# MFP22005644 ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOP ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW602 608 614 4121 4103 0 4104 4110 4114 4102 4116 4108 3925 3930 559 4109 4020 4003 524 4019 4008 3926 3922 609 602 609 4009 4025 4002 537 4115 525 608 605 3929 4013 3923 4011 603 4014 NE 6TH ST UNION AVE NENE 5TH PL UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST FLFLFLFLFLEOPEOPEOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP POLE 1 152'POLE 2 POLE 3 POLE 4 POLE 5 POLE 6 122'58'69'175'210'MATCHLINE SHEET 5 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE / CTL 318247-167100 / A050746 NEUTRAL 28 3 N/A SECONDARY 28 3 N/A SECONDARY DRIP 26 9 N/A STREET LIGHT 24 0 N/A COMCAST #1 19 5 N/A TELCO #1 18 2 N/A COMM #1 17 7 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE / CTL 318247-167117 / A0505745 PRIMARY RISER #1 27 0 N/A COMCAST #1 22 0 N/A TELCO #1 19 10 N/A COMM #1 18 10 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE / CTL 318228-167127 / A0603776 NEUTRAL 30 3 N/A SECONDARY 30 3 N/A SECONDARY DRIP 29 4 N/A STREET LIGHT 28 6 N/A SECONDARY RISER 26 6 N/A COMCAST #1 25 2 N/A COMM #2 23 2 N/A TELCO #1 22 6 N/A POWER ENCLOSURE #1 15 9 N/A POWER ENCLOSURE #2 12 8 N/A D N N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE / CTL 318252-167127 / A0603788 NEUTRAL 28 3 N/A SECONDARY 28 3 N/A SECONDARY DRIP 25 2 N/A COMCAST #1 23 10 LOWER TO 21'-10" COMM #2 23 7 LOWER TO 20'-10" TELCO #1 21 10 LOWER TO 19'-10" D N N N Y Y Y 2 5 5 1 76' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE / CTL 318251-167132 / A0603787 SPOOL RACK TOP 28 3 N/A SPOOL RACK BOTTOM 25 11 N/A COMCAST #1 19 5 N/A TELCO #1 18 11 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE / CTL 318243-167127 / A0603775 NEUTRAL 30 2 N/A SECONDARY 30 2 N/A PRIMARY RISER #1 29 11 N/A SECONDARY DRIP 28 10 N/A STREET LIGHT 25 11 N/A COMCAST #1 24 9 N/A COMM #2 23 10 N/A TELCO #1 23 7 LOWER TO 22'-7" D N N N N N N N Y 3 4 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 4 8 SCALE: 0 25'50' N S EW MFP22005644 EOP ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034 475 41094107 4115410541034113 508 4006 4038 501 3930 4002 523 4016 4028 529 4042 521 517 3936 4020 533 4006 4046 500 512 3940 4024 507 4010 NE 4TH PL UNION AVE NENE 4TH PL UNION AVE NETACOMA AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMATCHLINE SHEET 6 E O P EOP EOPPOLE 7 POLE 8 POLE 10 POLE 9110'90'138'268'MATCHLINE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE / CTL 318207-167128 / A1684117 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY RISER 29 0 N/A SECONDARY DRIP 28 0 N/A STREET LIGHT 26 3 N/A COMCAST #1 22 2 N/A COMM #2 21 11 N/A TELCO #1 20 7 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE / CTL 318196-167128 / A0603779 PRIMARY RISER #1 29 9 N/A NEUTRAL 29 3 N/A SECONDARY 29 3 N/A SECONDARY DRIP 27 0 N/A COMCAST #1 19 3 N/A COMM #2 18 3 N/A TELCO #1 17 0 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE / CTL 318185-167128 / A1572118 PRIMARY RISER #1 28 6 N/A NEUTRAL 27 1 N/A SECONDARY 27 1 N/A SECONDARY DRIP 25 10 N/A COMCAST #1 23 4 N/A COMM #2 21 11 N/A TELCO #1 18 0 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE / CTL 318175-167128 / A0603783 NEUTRAL 25 6 N/A SECONDARY 24 8 N/A SECONDARY DRIP 24 5 N/A COMCAST #1 24 5 LOWER TO 21'-1" COMM #1 23 5 LOWER TO 20'-1" TELCO #1 22 4 LOWER TO 19'-1" D N N N Y Y Y 5 5 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 5 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROW EOPEOPEOPEOP EOP EOPEOPROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP ROWROWROWEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL 447 443 433 439 429 437 4105 4112 4004 426 432 440 452 4020 421 442 428 3933 4102 430 444 450 3929 438 424 434 448 446 UNION AVE NENE 4TH CTTACOMA AVE NENE 4TH STUNION AVE NETACOMA PL NEEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPE O PEOP EOPEOPEOPEOPEOPEOPEOP EOP EOPEOP MATCHLINE SHEET 5 POLE 11 POLE 12 POLE 13POLE 14POLE 15 176'182'201'118'MATCHLINESHEET 7OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE / CTL 318148-167129 / A1684116 PRIMARY RISER #1 30 8 N/A NEUTRAL 30 2 N/A SECONDARY 30 2 N/A SECONDARY DRIP 28 11 N/A COMCAST #1 (WOODEN ARM)23 3 N/A COMM #2 (WOODEN ARM)23 3 N/A TELCO #1 (WOODEN ARM)23 3 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE / CTL 318128-167129 / A0603785 NEUTRAL 32 10 N/A SECONDARY 32 10 N/A SECONDARY RISER #2 28 8 N/A SECONDARY DRIP 28 2 N/A SECONDARY RISER 27 9 N/A STREET LIGHT 24 11 N/A COMCAST #1 23 11 N/A COMM #2 23 1 N/A TELCO #1 21 11 N/A D N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE / CTL 318111-167128 / A0603786 COMCAST #1 (WOODEN ARM)25 1 N/A COMM #2 (WOODEN ARM)25 1 N/A TELCO #1 (WOODEN ARM)25 1 N/A T N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 318112-167115 PRIMARY RISER 32 0 N/A NEUTRAL 30 9 N/A SECONDARY 30 9 N/A SECONDARY RISER 30 0 N/A SECONDARY DRIP 29 8 N/A COMCAST #1 22 10 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 318112-167094 NEUTRAL 40 0 N/A SECONDARY 40 0 N/A SECONDARY DRIP 39 8 N/A COMCAST #1 24 10 N/A COMM #1 21 0 N/A T N N N N N 5 5 6 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 6 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROW3788 3788 3788 450 435 445 441 442 446 454 3800 449 423 427 431 380938073803 3813 436 3805 432 3801 428 3904 NE 4TH CT NE 4TH ST SHELTON PL NEEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOP POLE 16 POLE 17 274'324'MATCHLINESHEET 6MATCHLINESHEET 8OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 318112-167067 COMCAST #1 30 2 N/A COMM #1 28 7 N/A T N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 318112-167038 NEUTRAL 40 0 N/A PRIMARY RISER #1 40 0 N/A SECONDARY 39 4 N/A COMCAST #1 25 10 N/A COMM #1 22 10 N/A COMCAST #2 20 9 N/A T N N N N N N 5 5 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 7 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROW3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3788 3612 3700 3772 3612 3770 3709QUEEN AVE NENE 4TH ST POLE 18 151'234'MATCHLINESHEET 7OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:18 PSE 318112-167016 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY RISER 29 6 N/A SECONDARY DRIP 27 10 N/A COMCAST #1 21 9 N/A COMM #1 20 2 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:19 PSE / CTL 318112-166996 / A1616072 NEUTRAL 37 5 N/A SECONDARY 37 5 N/A SECONDARY DRIP 33 0 N/A SECONDARY RISER 31 3 N/A COMCAST #1 25 4 N/A COMM #1 23 10 N/A TELCO #1 (WOODEN ARM)23 3 N/A T N N N N N N N 7 5 POLE 19 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 8 8 SCALE: 0 25'50' N S EW MFP22005644 Cannon Construction LLC. 406 Porter Way Milton, WA 98354 11/7/2022 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000898030 To whom it may concern: Cannon Construction has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to - Tie into Splice Case SP.WAKV.0108. Place New 48 Ct Strap. Add New 12Ch Mux. Replace Pigtail with 12ct , upgrade node. To 2X4 RPHY. Place new mid-sheath. Tie into Splice Case SP0109.WAKV at 4011 NE 6TH ST Renton, WA 98056. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. MFP22005644 If you have any further questions regarding this project, please contact Chuck Schroeder - (253) 922-2787. Thank you for your consideration in this matter. David Standring Permit Coordinator Cannon Construction Inc. o 253-922-2787 | permitting@teamcannon.com November 18, 2022 David Standring Cannon Construction Inc. 4610 Tacoma Avenue, Sumner WA 98390 Via Email: Permitting@teamcannon.com SUBJECT: Request for Undergrounding Exemption (JB#898030, MFP22005644, 4011 NE 6th St) Dear Mr. Standring: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction Inc overlash new 48CT fiber for a total of approximately 3,128 lineal feet to existing Puget Sound Energy (PSE) poles along NE 6th St, Union Ave NE, and NE 4th St 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#898030 Page 2 of 2 November 18, 2022 Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, December 2, 2022. Due to the ongoing state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. Sincerely, Brianne Bannwarth, PE Development Engineering Director cc: C.E. “Chip” Vincent, CED Administrator Justin Johnson, Construction Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan WORK AREA CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 SITE ADDRESS: 4011 NE 6TH ST RENTON, WA 98056 CONTACTS: CANNON COMPANIES Justin Withrow - (253)-951-2896- jwithrow@teamcannon.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com SCOPE OF WORK: JB0000898030 WAKVD02Y000 1X2 - WAKVD0200 2X4 NODE SHEET INDEX 1 - COVER 2 - GENERAL NOTES 3 - LEGEND 4-8 - CONSTRUCTION PLAN - TIE INTO SPLICE CASE SP.WAKV.0108 - PLACE NEW 48CT STRAP - ADD NEW 12CH MUX - REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY - PLACE NEW MID-SHEATH - TIE INTO SPLICE CASE SP0109.WAKV PROJECT MAP: POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = DISTRIBUTION = 19 19 3 5 14 N S EW *ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER = TOTAL ROW FOOTAGE = FT. FT. FT. FT. FT. FT. ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL SITE FOOTAGE = FT. FT. FT. FT. FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE = FT. 0 3,128 0 0 (0)0 3,128 0 0 0 0 0 3,128 FT + 20% STORAGE = FT48CT FIBER 3,128 3,753 All overhead connections require a letter requesting an exemption from the city under grounding code. Please provide this letter when you are ready to resubmit. MFP22005644 STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL GENERAL NOTES 2 8 SCALE: NO SCALE MFP22005644 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL LEGEND 3 8 SCALE: NO SCALE MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS LANE LINE CENTER LINE / STATION LINE FOG LINE EDGE OF PAVEMENT RIGHT OF WAY SIDEWALK FENCE GUARD RAIL POWER TRAFFIC SIGNAL COMMUNICATION TELECOMMUNICATION SEWER MAIN SIDE SEWER DRAIN MAIN DRAINAGE DITCH GAS OIL STEAM WATER UNKNOWN UTILITY STRAW WATTLES TRAFFIC CONES PROPOSED NEW CONDUIT PROPOSED NEW STRUCTURE PROPOSED NEW AERIAL STRAND FL FL EOP EOP ROW ROW S/W S/W U U U U P P TS TS C C T T S S SS SS D D DD DD G G OIL OIL ST ST W W UNK UNK EXISTING CONDUIT/INFRASTRUCTURE EXISTING AERIAL UTILITY POLE (EXIST / NEW) STREET LIGHT CROSS WALK SIGNAL SHRUBBERY TREE CATCH BASIN CATCH BASIN W/ SOCK MANHOLE UTILITY VALVE WATER METER UTILITY RISER (EXIST / NEW) CB CB V M CW SL R FIRE HYDRANTFH MH 17X30 VAULT 24X36 VAULT 36X48 VAULT 4X4 VAULT 25-TA VAULT 233-LA 444-LA 253-TA VAULT 35-TA VAULT UNK VAULT (SIZE MAY VARY) DH DH DOG HOUSE TIGER HOUSE P PEDESTAL EXISTING SPLICE CASE DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# DISTANCE DIMENSION A # CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION PAGE WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT PHOTO LOCATOR/ORIENTATION CONCRETE ASPHALT CONCRETE PANELS LANDSCAPE LIMITS OF RESTORATION # NEW SPLICE CASE NEW STORAGE FOOTAGE NOTE FOOTAGE NOTE OVER(339') 339' MULTIPLE SHEETS CALLOUT GRAVEL BRICK/COBBLE 200' PARCEL LINES BOREPIT BOREPIT (SIZE MAY VARY) N S EW BUILDING OUTLINE UTILITY POTHOLE STREET SIGN NORTH ARROW LANE DIRECTION INDICATOR # POLE ANCHOR/GUY PROPOSED CROSSWALK R POLE # CALLOUT# MFP22005644 ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOP ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROW602 608 614 4121 4103 0 4104 4110 4114 4102 4116 4108 3925 3930 559 4109 4020 4003 524 4019 4008 3926 3922 609 602 609 4009 4025 4002 537 4115 525 608 605 3929 4013 3923 4011 603 4014 NE 6TH ST UNION AVE NENE 5TH PL UNION AVE NEUNION AVE NETACOMA AVE NENE 6TH ST FLFLFLFLFLEOPEOPEOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP POLE 1 152'POLE 2 POLE 3 POLE 4 POLE 5 POLE 6 122'58'69'175'210'MATCHLINE SHEET 5 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE / CTL 318247-167100 / A050746 NEUTRAL 28 3 N/A SECONDARY 28 3 N/A SECONDARY DRIP 26 9 N/A STREET LIGHT 24 0 N/A COMCAST #1 19 5 N/A TELCO #1 18 2 N/A COMM #1 17 7 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE / CTL 318247-167117 / A0505745 PRIMARY RISER #1 27 0 N/A COMCAST #1 22 0 N/A TELCO #1 19 10 N/A COMM #1 18 10 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE / CTL 318228-167127 / A0603776 NEUTRAL 30 3 N/A SECONDARY 30 3 N/A SECONDARY DRIP 29 4 N/A STREET LIGHT 28 6 N/A SECONDARY RISER 26 6 N/A COMCAST #1 25 2 N/A COMM #2 23 2 N/A TELCO #1 22 6 N/A POWER ENCLOSURE #1 15 9 N/A POWER ENCLOSURE #2 12 8 N/A D N N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE / CTL 318252-167127 / A0603788 NEUTRAL 28 3 N/A SECONDARY 28 3 N/A SECONDARY DRIP 25 2 N/A COMCAST #1 23 10 LOWER TO 21'-10" COMM #2 23 7 LOWER TO 20'-10" TELCO #1 21 10 LOWER TO 19'-10" D N N N Y Y Y 2 5 5 1 76' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE / CTL 318251-167132 / A0603787 SPOOL RACK TOP 28 3 N/A SPOOL RACK BOTTOM 25 11 N/A COMCAST #1 19 5 N/A TELCO #1 18 11 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE / CTL 318243-167127 / A0603775 NEUTRAL 30 2 N/A SECONDARY 30 2 N/A PRIMARY RISER #1 29 11 N/A SECONDARY DRIP 28 10 N/A STREET LIGHT 25 11 N/A COMCAST #1 24 9 N/A COMM #2 23 10 N/A TELCO #1 23 7 LOWER TO 22'-7" D N N N N N N N Y 3 4 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 4 8 SCALE: 0 25'50' N S EW MFP22005644 EOP ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP4034 475 41094107 4115410541034113 508 4006 4038 501 3930 4002 523 4016 4028 529 4042 521 517 3936 4020 533 4006 4046 500 512 3940 4024 507 4010 NE 4TH PL UNION AVE NENE 4TH PL UNION AVE NETACOMA AVE NEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMATCHLINE SHEET 6 E O P EOP EOPPOLE 7 POLE 8 POLE 10 POLE 9110'90'138'268'MATCHLINE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE / CTL 318207-167128 / A1684117 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY RISER 29 0 N/A SECONDARY DRIP 28 0 N/A STREET LIGHT 26 3 N/A COMCAST #1 22 2 N/A COMM #2 21 11 N/A TELCO #1 20 7 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE / CTL 318196-167128 / A0603779 PRIMARY RISER #1 29 9 N/A NEUTRAL 29 3 N/A SECONDARY 29 3 N/A SECONDARY DRIP 27 0 N/A COMCAST #1 19 3 N/A COMM #2 18 3 N/A TELCO #1 17 0 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE / CTL 318185-167128 / A1572118 PRIMARY RISER #1 28 6 N/A NEUTRAL 27 1 N/A SECONDARY 27 1 N/A SECONDARY DRIP 25 10 N/A COMCAST #1 23 4 N/A COMM #2 21 11 N/A TELCO #1 18 0 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE / CTL 318175-167128 / A0603783 NEUTRAL 25 6 N/A SECONDARY 24 8 N/A SECONDARY DRIP 24 5 N/A COMCAST #1 24 5 LOWER TO 21'-1" COMM #1 23 5 LOWER TO 20'-1" TELCO #1 22 4 LOWER TO 19'-1" D N N N Y Y Y 5 5 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 5 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROW EOPEOPEOPEOP EOP EOPEOPROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP ROWROWROWEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL 447 443 433 439 429 437 4105 4112 4004 426 432 440 452 4020 421 442 428 3933 4102 430 444 450 3929 438 424 434 448 446 UNION AVE NENE 4TH CTTACOMA AVE NENE 4TH STUNION AVE NETACOMA PL NEEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPE O PEOP EOPEOPEOPEOPEOPEOPEOP EOP EOPEOP MATCHLINE SHEET 5 POLE 11 POLE 12 POLE 13POLE 14POLE 15 176'182'201'118'MATCHLINESHEET 7OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE / CTL 318148-167129 / A1684116 PRIMARY RISER #1 30 8 N/A NEUTRAL 30 2 N/A SECONDARY 30 2 N/A SECONDARY DRIP 28 11 N/A COMCAST #1 (WOODEN ARM)23 3 N/A COMM #2 (WOODEN ARM)23 3 N/A TELCO #1 (WOODEN ARM)23 3 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE / CTL 318128-167129 / A0603785 NEUTRAL 32 10 N/A SECONDARY 32 10 N/A SECONDARY RISER #2 28 8 N/A SECONDARY DRIP 28 2 N/A SECONDARY RISER 27 9 N/A STREET LIGHT 24 11 N/A COMCAST #1 23 11 N/A COMM #2 23 1 N/A TELCO #1 21 11 N/A D N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE / CTL 318111-167128 / A0603786 COMCAST #1 (WOODEN ARM)25 1 N/A COMM #2 (WOODEN ARM)25 1 N/A TELCO #1 (WOODEN ARM)25 1 N/A T N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 318112-167115 PRIMARY RISER 32 0 N/A NEUTRAL 30 9 N/A SECONDARY 30 9 N/A SECONDARY RISER 30 0 N/A SECONDARY DRIP 29 8 N/A COMCAST #1 22 10 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 318112-167094 NEUTRAL 40 0 N/A SECONDARY 40 0 N/A SECONDARY DRIP 39 8 N/A COMCAST #1 24 10 N/A COMM #1 21 0 N/A T N N N N N 5 5 6 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 6 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROW3788 3788 3788 450 435 445 441 442 446 454 3800 449 423 427 431 380938073803 3813 436 3805 432 3801 428 3904 NE 4TH CT NE 4TH ST SHELTON PL NEEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOPEOP POLE 16 POLE 17 274'324'MATCHLINESHEET 6MATCHLINESHEET 8OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 318112-167067 COMCAST #1 30 2 N/A COMM #1 28 7 N/A T N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 318112-167038 NEUTRAL 40 0 N/A PRIMARY RISER #1 40 0 N/A SECONDARY 39 4 N/A COMCAST #1 25 10 N/A COMM #1 22 10 N/A COMCAST #2 20 9 N/A T N N N N N N 5 5 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 7 8 SCALE: 0 25'50' N S EW MFP22005644 ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP EOPROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROW3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3612 3788 3612 3700 3772 3612 3770 3709QUEEN AVE NENE 4TH ST POLE 18 151'234'MATCHLINESHEET 7OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:18 PSE 318112-167016 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY RISER 29 6 N/A SECONDARY DRIP 27 10 N/A COMCAST #1 21 9 N/A COMM #1 20 2 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:19 PSE / CTL 318112-166996 / A1616072 NEUTRAL 37 5 N/A SECONDARY 37 5 N/A SECONDARY DRIP 33 0 N/A SECONDARY RISER 31 3 N/A COMCAST #1 25 4 N/A COMM #1 23 10 N/A TELCO #1 (WOODEN ARM)23 3 N/A T N N N N N N N 7 5 POLE 19 1 CONSTRUCTION NOTES: TIE INTO SLICE CASE SP.WAKV.0108 PLACE NEW 48CT STRAP ADD NEW 12CH MUX REPLACE PIGTAIL WITH 12CT, UPGRADE NODE TO 2X4 RPHY PLACE NEW 48CT FIBER PLACE NEW MID-SHEATH TIE INTO SPLICE CASE SP0109.WAKV 3 4 5 6 7 2 / DATE: DRAWN BY: PROJECT MANAGER: CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000898030WAKVD02X00 2x4 4011 NE 6TH STRENTON, WA 98056NODE17-050 10/13/2022 JW NL CONSTRUCTION PLAN 8 8 SCALE: 0 25'50' N S EW MFP22005644 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22005644 Engineering 1 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 2 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 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". 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