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Home My WebLink AboutMFP25001928.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25001928 IVR Number: 25001928 Permit Information Permit Name: Comcast - JB0002082909 Address/Location:04/17/2025Application Date:3345700059Parcel Number: 4242 JONES AVE NE Permit Type:06/11/2025Issue Date:Franchise Permit Work Class:06/11/2026Expiration Date:Major Utility Job Number: JB0002082909Franchise Type:Cable Description: Comcast ACCESS (2) PSE POLES FOR MAINTENANCE AT PROPOSED LOCATIONS. OVERLASH NEW CATV CABLE ALONG EXISTING COMCAST STRAND FOLLOWING ROUTE. AERIAL SPLICE AT (9) PROPOSED LOCATIONS. ACCESS (4) EXISTING COMCAST PEDESTALS FOR MAINTENANCE. UPGRADE (8) EXISTING COMCAST PEDESTALS TO NEW 2436 PEDESTALS AT PROPOSED LOCATIONS. UPGRADE (1) EXISTING COMCAST VAULT TO NEW 2436 VAULT AT PROPOSED LOCATION. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Cody Shackett COMCAST H: (253) 341-9318 C: (253) 341-9318 Applicant Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (360) 670-4291ApplicantX CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP KOREAN ANTIOCH PRESBYTERIAN 4308 JONES AVE NE RENTON, WA 98056 Owner 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 WAConstruction_JointUse@comcast.com 360-670-4291 CABLEL*971DP Cablecom LLC - Leah Ihlenfeldt 52252 Josh Ashley 4242 JONES AVE NE, RENTON WA, 98056 JB0002082909 503-939-7931 ACCESS (2) PSE POLES FOR MAINTENANCE AT PROPOSED LOCATIONS. OVERLASH NEW CATVCABLE ALONG EXISTING COMCAST STRAND FOLLOWING ROUTE. AERIAL SPLICE AT (9) PROPOSED LOCATIONS. ACCESS (4) EXISTING COMCAST PEDESTALS FOR MAINTENANCE. UPGRADE (8) EXISTING COMCAST PEDESTALS TO NEW 2436 PEDESTALS AT PROPOSED LOCATIONS.UPGRADE (1) EXISTING COMCAST VAULT TO NEW 2436 VAULT AT PROPOSED LOCATION.ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS X X X 04/17/25 MFP25001928 Scott Warlick 6/10/2025 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: City/State: Approval By: _________________________________________________ Date:____________________ Transportation Engineering Cablecom LLC Phone/Cell: ________________ Contact Name: Leah Ihlenfeldt Business Address: Description of Work: Snohomish, WA Zip: 1429 Avenue D, #339 98290 ACCESS (2) PSE POLES FOR MAINTENANCE AT PROPOSED LOCATIONS. OVERLASH NEW CATV CABLE ALONG EXISTING COMCAST STRANDFOLLOWING ROUTE. AERIAL SPLICE AT (9) PROPOSED LOCATIONS. ACCESS (4) EXISTING COMCAST PEDESTALS FOR MAINTENANCE.UPGRADE (8) EXISTING COMCAST PEDESTALS TO NEW 2436 PEDESTALS AT PROPOSED LOCATIONS.UPGRADE (1) EXISTING COMCAST VAULT TO NEW 2436 VAULT AT PROPOSED LOCATION. ALL CONSTRUCTION AND RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS. JB0002082909 4242 JONES AVE NE, RENTON WA 98056 425-386-5535 Monday Friday 8:00am 3:00pm Scott Warlick CED 6/10/2025 MFP25001928 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) PUNA TALO 04/17/25 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:MAINTENANCE. OVERLASH.SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 1701 NE 43RD PL, RENTONDESCRIPTION: ACCESS UTILITY POLE FORMAINTENANCE. OVERLASH BETWEEN UTILITYPOLES. AERIAL SPLICE AT PROPSOEDLOCATION.241SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONR7-T39 NO PARKUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW X*X*X*50'JONES AVE NE41004016410042104142170121'30'1'X*X*X*50'50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-78'13'8'22'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSSPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 4100 JONES AVE NE,RENTONDESCRIPTION: OVERLASH BETWEENUTILITY POLES.242SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLETRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW X*X*X*50'X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-78'13'40164100410050'50'21'8'13'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSL/260'SPEEDLIMIT25JONES AVE NEMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH.SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3709 JONES AVE NE, RENTONDESCRIPTION: OVERLASH BETWEEN UTILITYPOLES. AERIAL SPLICE AT PROPOSEDLOCATION.243SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPEEDLIMIT25X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'362436243709NA21'8'13'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSJONES AVE NEMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH.SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3709 JONES AVE NE, RENTONDESCRIPTION: OVERLASH BETWEEN UTILITYPOLES. AERIAL SPLICE AT PROPOSEDLOCATIONS. SPLICE AT PEDESTAL.244SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 362436243709SPEEDLIMIT25SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS50'50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'JONES AVE NE13'8'21'MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH.SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3709 JONES AVE NE, RENTONDESCRIPTION: OVERLASH BETWEEN UTILITYPOLES. AERIAL SPLICE AT PROPOSEDLOCATIONS. SPLICE AT PEDESTAL.245SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONWORK AREAUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 5'5'35313601361636013600NE 36TH STLINCOLN AVE NEALLEYSPEEDLIMIT25X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-450'STREETCLOSEDR11-2PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSCLOSE WITH TYPE III BARRICADE,INFORM PROPERTY OWNER TOUSE NORTHERN ENTRANCE/EXIT 5DAYS PRIOR TO WORKTYPE III BARRICADE14'16'17'MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 12 SEAHAWKS WAY, RENTONDESCRIPTION: AERIAL SPLICE AT PROPOSEDLOCATION.246SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'50'SEAHAWKS WAY1'11'11'1'SPEEDLIMIT2512'11'UTILITY POLE COORDINATES:47.5332497, -122.1982518MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.247SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEARROWBOARDWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 1785 NE 44TH ST, RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.17001785180018005'5'NE 44TH ST11'11'13'13'11'X*X*X*L115'ROADWORKAHEADW20-1RIGHTLANECLOSEDAHEADW20-5RW4-2RSPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.248SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 4124 LINCOLN AVE NE,RENTONDESCRIPTION: UPGRADE VAULT ATPROPOSED LOCATION.5'5'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.X*X*ROADWORKAHEADW20-1W21-5SHOULDERWORKLINCOLN AVE NE16'12'12'4'SPEEDLIMIT2518004124CLOSE WITH TYPE III BARRICADE,INFORM PROPERTY OWNER TOUSE SOUTHERN ENTRANCE/EXIT 5DAYS PRIOR TO WORKTYPE III BARRICADEMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.249SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 4006 LINCOLN AVE NE,RENTONDESCRIPTION: AERIAL SPLICE AT PROPOSEDLOCATION.400620051800X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7BEPREPAREDTO STOPW3-4X* X* X*W20-7ROADWORKAHEADW20-1X*X*X*ROADWORKAHEADW20-1W20-7W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1X*X*X*LINCOLN AVE NEMONTEREY PL NEN E 4 0 T H S T50'4'12'12'4'16'12'SPEEDLIMIT25ONE LANEROADAHEADW20-4LINCOLN AVE NE4006MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:MAINTENANCE.2410SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLETRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3925 LINCOLN AVE NE,RENTONDESCRIPTION: ACCESS UTILITY POLE FORMAINTENANCE.X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'LINCOLN AVE NESPEEDLIMIT25390139251800SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS25'13'12'50'MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2411SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3767 MONTEREY PL NE,RENTONDESCRIPTION: AERIAL SPLICE ATPROPOSED LOCATION.X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'50'3755376137623812X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4MONTEREY PL NEMO N T E R E Y C T N E 37674'11'11'4'15'11'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSSPEEDLIMIT25MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2412SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3621 LINCOLN AVE NE,RENTONDESCRIPTION: SPLICE AT PEDESTAL.X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-736133621370537233792LINCOLN AVE NENE 38TH S TX*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'5'5'1820X 30'X 30'X 30'W20-7ROADWORKAHEADW20-150'50'26'15'11'SPEEDLIMIT25BEPREPAREDTO STOPW3-4SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2413SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 2110 NE 36TH ST,RENTONDESCRIPTION: SPLICE AT PEDESTAL.SPEEDLIMIT252110NE 36TH ST5'5'16'15'8'14'X*X*ROADWORKAHEADW20-1W4-119LPEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2414SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 1931 NE 35TH PL,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.X*X*ROADWORKAHEADW20-1W4-119L5'5'NE 35TH PL190019061907191319121924193019191925193132'24'8'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT25MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2415SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 2017 NE 35TH PL,RENTONDESCRIPTION: SPLICE AT PEDESTAL.X*X*ROADWORKAHEADW20-1W4-119L5'5'ABERDEEN AVE NE31'23'8'200420052011201020172016202235213526352035143515NE 35TH PLSPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2416SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3423 LINCOLN DR NE, RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.5'5'3423342334353441SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSX*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'20'12'8'LINCOLN DR NESPEEDLIMIT2550'additional approval may beneeded from city ofNewcastle for signs andtraffic control equipmentin their ROWMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2417SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3427 MONTEREY CT NE,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.341434203419342734333505350920022008MONTEREY CT NEMONTER E Y L N N E X18'X*ROADWORKAHEADW20-1W4-119LX*ROADWORKAHEADW20-15'5'32'8'24'SPEEDLIMIT25CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONPEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.R7-T39 NO PARKMFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2418SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3429 LINCOLN AVE NE,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.X*X*ROADWORKAHEADW20-1W4-119L5'5'32'24'8'350134293509342334171903190919021908SPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.LINCOLN AVE NENE 34TH PL X 21'ROADWORKAHEADW20-1MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2419SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3303 LINCOLN AVE NE,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.NE 33RD PLLINCOLN AVE N E332133153307 33033304331633221904191019161924332733333405X*X*ROADWORKAHEADW20-1ROADWORKAHEADW20-1W4-119L5'5'10'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.8'SPEEDLIMIT25MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2420SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 2103 NE 33RD PL,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.X*X*ROADWORKAHEADW20-1W4-119L5'5'31'23'8'200220062007201320192025210321092115210821023305NE 33RD PLMONTEREY LN NEPEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.X*ROADWORKAHEADW20-1CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONSPEEDLIMIT25MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2421SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 2224 NE 31ST ST, RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.22243429ROADWORKAHEADW20-15'5'NE 33RD STX*ROADWORKAHEADW20-115'8'15'SPEEDLIMIT25W21-5SHOULDERWORK23'X*X*MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE.2422SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 1925 NE 32ND ST,RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.5'5'1925200320092015201620103215X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'2021NE 32ND ST50'MONTEREY CT NE SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS15'15'16'15'SPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2423SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 3133 JONES AVE NE,RENTONDESCRIPTION: AERIAL SPLICE ATPROPOSED LOCATION.X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'NE 31ST ST24'SPEEDLIMIT2512'12'31333133X*X*X*50'MFP25001928 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"X36"2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE.2424SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW HOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002082909JOB ADDRESS: 2100 NE 31ST ST,RENTONDESCRIPTION: AERIAL SPLICE ATPROPOSED LOCATION.X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'2100NE 31ST ST50'X*X*X*50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-722'11'11'SPEEDLIMIT25MFP25001928 CableCom LLC 1429 Avenue D, #339 Snohomish, WA 98290 (DATE) 04/17/25 4242 JONES AVE NE, RENTON WA, 98056 RE: Aerial Variance Request for (JB0002082909) To whom it may concern:ACCESS (2) PSE POLES FOR MAINTENANCE AT PROPOSED LOCATIONS. OVERLASH NEW CATV CABLE ALONG EXISTING COMCAST STRAND FOLLOWING ROUTE. AERIAL SPLICE AT (9) PROPOSED LOCATIONS. ACCESS (4) EXISTING COMCAST PEDESTALS FOR MAINTENANCE. UPGRADE (8) EXISTING COMCAST PEDESTALS TO NEW 2436 PEDESTALS AT PROPOSED LOCATIONS. UPGRADE (1) EXISTING COMCAST VAULT TO NEW 2436 VAULT AT PROPOSED LOCATION. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. CableCom LLC has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request to upgrade its existing facilities. Comcast proposed to – 1 Installation of undergrounding facilities will increase the total cost of construction by roughly 7-10 times the amount of an aerial over-lash on the existing Comcast strand. 1.Risk of potential damage to underground facilities will be increased. 2.3 Over lash will not cause a substantial adverse impact on 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. 3.The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 4.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 ensure the safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Jessamin Santos at (206) 401- 2188. Thank you for your consideration in this matter. Leah Ihlenfeldt Permit Supervisor CableCom LLC (425) 691-9266 snohomish.permitting@cablecomllc.net June 11, 2025 Leah Ihlenfeldt CableCom LLC 19910 North Creek Pkwy, Suite 100 Bothell, WA 98011 Via Email: snohomish.permitting@cablecomllc.net SUBJECT: Request for Undergrounding Exemption (JB#2082909, MFP25001928, 4242 Jones Ave NE) Dear Mrs. Ihlenfeldt: 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 fiber for a total of approximately 2927 lineal feet to existing Puget Sound Energy (PSE) poles along Jones Ave NE within the City. See the enclosed Site Plan showing the proposed overlashing limits. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast is required to obtain all necessary private utility easements for work on private property. DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Comcast Job JB#2082909 Page 2 of 2 June 11, 2025 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, June 25, 2025. 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. The appeal submitted in person may be paid on the first floor in our Finance Department. 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: Justin Johnson, Construction Engineering Manager Nathan Janders, Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan ADDRESS: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NAME: JB0002082909 - PRINTSDRAWING FILE LOCATION: C:\ONEDRIVE\BOOKER ENGINEERING\PROJECTS - CABLECOM\JB0002082909\JB0002082909_ROW\1 - CAD\PRINTS\JB0002082909_PRINTS.DWGSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/27 - DESIGN VIEW (1/24)28/30 - TYPICALS (1/3)31/35 - SITE PHOTOGRAPHS (1/5)SCOPE OF WORKACCESS (2) PSE POLES FOR MAINTENANCE ATPROPOSED LOCATIONS. OVERLASH NEW CATVCABLE ALONG EXISTING COMCAST STRANDFOLLOWING ROUTE. AERIAL SPLICE AT (9)PROPOSED LOCATIONS. ACCESS (4) EXISTINGCOMCAST PEDESTALS FOR MAINTENANCE.UPGRADE (8) EXISTING COMCAST PEDESTALS TONEW 2436 PEDESTALS AT PROPOSED LOCATIONS.UPGRADE (1) EXISTING COMCAST VAULT TO NEW2436 VAULT AT PROPOSED LOCATION. ALL CONSTRUCTION AND RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852351SHEET NUMBEROFKnow what's below.Call before you dig.RVICINITY MAPCONTACTSN O R T HKEVIN HARMONCONSTRUCTION MANAGERCABLECOMKEVIN.HARMON@CABLECOMLLC.NET360.322.2805SPENCER KARINIEMIGENERAL MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 26SHEET 27SHEET 22SHEET 24SHEET 25SHEET 23SHEET 21SHEET 20SHEET 18SHEET 19SHEET 17SHEET 16SHEET 14SHEET 13SHEET 12SHEET 11SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 15SHEET 10MFP25001928This permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HR AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852352SHEET NUMBEROFKnow what's below.Call before you dig.RGENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. BOOKER ENGINEERING LLC hereby disclaims any responsibility to third parties for theaccuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call-Before-You-Dig System to ascertain the location of underground utilitiesprior to performing any excavation.1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS ANDSPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OREASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BYDESIGNEE OF PROJECT SPONSOR/OWNER.2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THERENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IFREQUIRED.4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS ORADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ANDONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFICCONTROL, AND SECURITY.7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIESWHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASINGPLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION APRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY OF RENTON.10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWNON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRTTRACKED FROM THE SITE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE ANDAVAILABLE TO THE RENTON INSPECTOR AT ALL TIMES.13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FORCLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY.ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARDSURFACE OR LANDSCAPING.15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS ANDSPECIFICATIONS.16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT,CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.MFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852353SHEET NUMBEROFKnow what's below.Call before you dig.RLEGEND(XXX')N O R T H#F#F#FXXMFP25001928 JONES AVE NE1701 A NE 43RD STPARCEL# 33457000591703 NE 43RD STPARCEL# 33457000604210 JONES AVE NEPARCEL# 3345700081 LAKE WASHINGTON BLVD NPARCEL# 3224059010AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852354SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES1ACCESS UTILITY POLE FOR MAINTENANCE.2OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.3AERIAL SPLICE AT PROPOSED LOCATION.12341'206'6'22MATCH TO SHEET5N O R T H1MFP25001928 JONES AVE NEPARCEL# 3345700082PARCEL# 3345700083JONES AVE NEPARCEL# 33457000804108 JONES AVE NEPARCEL# 33457000854024 JONES AVE NEPARCEL# 3345700095 4210 JONES AVE NEPARCEL# 3345700081LAKE WASHINGTON BLVD NPARCEL# 3224059010AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852355SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES244'212'42'2222OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.MATCH TO SHEET6MATCH TO SHEET 4 N O R T HMFP25001928 JONES AVE NE4016 JONES AVE NEPARCEL# 3345700097PARCEL# 33457001204024 JONES AVE NEPARCEL# 3345700095PARCEL# 3342700541PARCEL# 3342700542LAKE WASHINGTON BLVD NPARCEL# 3224059010PARCEL# 3342700543AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852356SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES141'2202'2156'22OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.MATCH TO SHEET7MATCH TO SHEET 5 N O R T HMFP25001928 JONES AVE NEPARCEL# 3345700120PARCEL# 3345700125PARCEL# 3345700140PARCEL# 3342700543PARCEL# 3342700557#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852357SHEET NUMBEROFKnow what's below.Call before you dig.R81'261'156'2222OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.3AERIAL SPLICE AT PROPOSED LOCATION.3MATCH TO SHEET8MATCH TO SHEET 6 N O R T H2MFP25001928 JONES AVE NEPARCEL# 3345700145PARCEL# 33427005573709 JONES AVE NEPARCEL# 3342700590PARCEL# 33427005953624 JONES AVE NEPARCEL# 3345700150AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852358SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES119'146'157'75'22222OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.3AERIAL SPLICE AT PROPOSED LOCATION.3MATCH TO SHEET9MATCH TO SHEET 7 N O R T H3MFP25001928 JONES AVE NE3635 LINCOLN AVE NEPARCEL# 3345700225PARCEL# 7954310500PARCEL# 3342103531PARCEL# 33421035153624 JONES AVE NEPARCEL# 33457001503601 LINCOLN AVE NEPARCEL# 3345700230#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852359SHEET NUMBEROFKnow what's below.Call before you dig.R105'2252OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.MATCH TO SHEET 10 MATCH TO SHEET8N O R T H4PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''RISER.5PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''CONDUIT.327'94'4MFP25001928 NE 36TH STLINCOLN AVE NE NE 35TH PL3600 LINCOLN CT NEPARCEL# 33457002173616 LINCOLN AVE NEPARCEL# 33457002153531 LINCOLN AVE NEPARCEL# 79543100103601 LINCOLN AVE NEPARCEL# 33457002301924 NE 35TH PLPARCEL# 79543104601912 NE 35TH PLPARCEL# 7954310470#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523510SHEET NUMBEROFKnow what's below.Call before you dig.R3AERIAL SPLICE AT PROPOSED LOCATION.6SPLICE AT EXISTING COMCAST PEDESTAL.36MATCH TO SHEET9N O R T H494PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''RISER.5PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''CONDUIT.156'54MFP25001928 SEAHAWKS WAYOFF RAMP4500 LAKE WASHINGTON BLVDPARCEL# 2924059005#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523511SHEET NUMBEROFKnow what's below.Call before you dig.R3AERIAL SPLICE AT PROPOSED LOCATION.3N O R T HMFP25001928 110TH AVE SE1800 NE 44TH STPARCEL# 33433011401785 NE 44TH STPARCEL# 3343301145#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523512SHEET NUMBEROFKnow what's below.Call before you dig.R7N O R T H AMFP25001928 LINCOLN AVE NE4124 LINCOLN AVE NEPARCEL# 3345700035PARCEL# 1328710620PARCEL# 13287106304124 LINCOLN AVE NEPARCEL# 3345700035#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523513SHEET NUMBEROFKnow what's below.Call before you dig.R8UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULTAT PROPOSED LOCATION.8N O R T H5ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 MONT ERA Y P L N E LINCOLN AVE NENE 40TH ST3925 LINCOLN AVE NEPARCEL# 33457001103915 LINCOLN AVE NEPARCEL# 33457001123989 MONTEREY PL NEPARCEL# 33457001664006 LINCOLN AVE NEPARCEL# 33457000194006 LINCOLN AVE NEPARCEL# 3345700019#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523514SHEET NUMBEROFKnow what's below.Call before you dig.R3AERIAL SPLICE AT PROPOSED LOCATION.1ACCESS UTILITY POLE FOR MAINTENANCE.13N O R T H76MFP25001928 LINCOLN AVE NEPARCEL# 33457002203711 LINCOLN CT NEPARCEL# 33457001903717 LINCOLN CT NEPARCEL# 3345700188#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523515SHEET NUMBEROFKnow what's below.Call before you dig.R6SPLICE AT EXISTING COMCAST PEDESTAL.6N O R T H8MFP25001928 MONTEREY PL NENE 3 7 T H P L 3762 MONTEREY CT NEPARCEL# 5592150010PARCEL# 3345700179PARCEL# 3345700183#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523516SHEET NUMBEROFKnow what's below.Call before you dig.R3AERIAL SPLICE AT PROPOSED LOCATION.3N O R T H 20MFP25001928 NE 35TH PLNE 36TH PLSE 88TH STSE 88TH STMONTEREY CT NE2010 NE 35TH PLPARCEL# 79543000802016 NE 35TH PLPARCEL# 79543000702017 NE 35TH PLPARCEL# 79543001203521 ABERDEEN AVE NEPARCEL# 79543001302022 NE 35TH PLPARCEL# 79543000603526 ABERDEEN AVE NEPARCEL# 7954300050#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523517SHEET NUMBEROFKnow what's below.Call before you dig.R6SPLICE AT EXISTING COMCAST PEDESTAL.66N O R T H1011MFP25001928 MONTEREY CT NE1931 NE 35TH PLPARCEL# 79543104403515 MONTEREY CT NEPARCEL# 79543003401930 NE 35TH PLPARCEL# 7954310450PARCEL# 7954300750NE 35TH PLNE 35TH PL #SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523518SHEET NUMBEROFKnow what's below.Call before you dig.R7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7N O R T H12ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 MONTEREY CT NEMONTEREY LN NE 3427 MONTEREY CT NEPARCEL# 79543003803419 MONTEREY CT NEPARCEL# 79543003903420 MONTEREY CT NEPARCEL# 79543005403414 MONTEREY CT NEPARCEL# 79543005302002 NE 34TH PLPARCEL# 7954300330#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523519SHEET NUMBEROFKnow what's below.Call before you dig.R7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7N O R T H13ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A LINCOLN AVE NENE 34TH PL1902 NE 34TH PLPARCEL# 79543103703429 LINCOLN AVE NEPARCEL# 79543100703423 LINCOLN AVE NEPARCEL# 79543100803417 LINCOLN AVE NEPARCEL# 79543100901903 NE 34TH PLPARCEL# 7954310290#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523520SHEET NUMBEROFKnow what's below.Call before you dig.R7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7N O R T H16ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 LINCOLN AVE NELINCOLN AVE NE3307 LINCOLN AVE NEPARCEL# 79543101703315 LINCOLN AVE NEPARCEL# 79543101503303 LINCOLN AVE NEPARCEL# 7954310180 3321 LINCOLN AVE NEPARCEL# 7954310140#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523521SHEET NUMBEROFKnow what's below.Call before you dig.R7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7N O R T H19ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 MONTEREY CT NE NE 32ND ST2010 NE 32ND STPARCEL# 11470001802003 NE 32ND STPARCEL# 11470000601925 NE 32ND STPARCEL# 11470000501919 NE 32ND STPARCEL# 11470000403215 MONTEREY CT NEPARCEL# 1147000010#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523522SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.714ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 NE 33RD PLMONTEREY LN NE2025 NE 33RD PLPARCEL# 79543006302103 NE 33RD PLPARCEL# 79543006403305 MONTEREY LN NEPARCEL# 79543005802102 NE 33RD PLPARCEL# 7954300240#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523523SHEET NUMBEROFKnow what's below.Call before you dig.R7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7N O R T H15ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 NE 33RD ST3429 LINCOLN DR NEPARCEL# 33451000623308 ABERDEEN AVE NEPARCEL# 79543006702224 NE 31ST STPARCEL# 3345100070#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523524SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.717ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 SE MAY CREEK PARK DRLINCOLN DR NEPARCEL# 33451000573406 ABERDEEN AVE NEPARCEL# 7954300710 3443 LINCOLN DR NEPARCEL# 3345100049#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523525SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.718ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.AMFP25001928 JONES AVE NE3201 107TH AVE SEPARCEL# 33421034853301 107TH AVE SEPARCEL# 3342103500PARCEL# 3342103555PARCEL# 33421035503301 107TH AVE SEPARCEL# 3342103500#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523526SHEET NUMBEROFKnow what's below.Call before you dig.R3AERIAL SPLICE AT PROPOSED LOCATION.3N O R T HMFP25001928 NE 31ST ST#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #31 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523527SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H3AERIAL SPLICE AT PROPOSED LOCATION.3MFP25001928 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523528SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25001928 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523529SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25001928 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523530SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523531SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #1: FACING (E) ON THE (E) SIDE OF JONES AVE NEPHOTO #2: FACING (W) ON THE (E) SIDE OF JONES AVE NEPHOTO #4: FACING (W) ON THE (E) SIDE OF LINCOLN AVE NEPHOTO #3: FACING (N) ON THE (E) SIDE OF JONES AVE NECONSTRUCTION NOTES1ACCESS UTILITY POLE FOR MAINTENANCE.2OVERLASH NEW CATV CABLE ONTO EXISTING COMCASTSTRAND.3AERIAL SPLICE AT PROPOSED LOCATION.222533335PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''CONDUIT.4PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2''RISER.41MFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523532SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #5: FACING (W) ON THE (W) SIDE OF LINCOLN AVE NEPHOTO #6: FACING (SE) ON THE (W) SIDE OF MONTEREY PL NEPHOTO #8: FACING (W) ON THE (W) SIDE OF LINCOLN AVE NEPHOTO #7: FACING (W) ON THE (E) SIDE OF LINCOLN AVE NECONSTRUCTION NOTES1ACCESS UTILITY POLE FOR MAINTENANCE.3AERIAL SPLICE AT PROPOSED LOCATION.83178UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULTAT PROPOSED LOCATION.7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.6SPLICE AT EXISTING COMCAST PEDESTAL.MFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523533SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #9: FACING (N) ON THE (N) SIDE OF NE 36TH STPHOTO #10: FACING (SE) ON THE (S) SIDE OF NE 36TH STPHOTO #12: FACING (S) ON THE (S) SIDE OF NE 35TH PLPHOTO #11: FACING (W) ON THE (S) SIDE OF ABERDEEN AVE NECONSTRUCTION NOTES66677UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.6SPLICE AT EXISTING COMCAST PEDESTAL.MFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523534SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #13: FACING (W) ON THE (W) SIDE OF MONTEREY CT NEPHOTO #14: FACING (NE) ON THE (N) SIDE OF NE 32ND STPHOTO #16: FACING (W) ON THE (W) SIDE OF LINCOLN AVE NEPHOTO #15: FACING (S) ON THE (N) SIDE OF NE 33RD PLCONSTRUCTION NOTES7UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7777MFP25001928 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 4242 JONES AVE NE, RENTON WA, 98056PROJECT NUMBER: JB0002082909PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS4/14/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28523535SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #17: FACING (S) ON THE (S) SIDE OF NE 33RD STPHOTO #18: FACING (E) ON THE (N) SIDE OF LINCOLN DR NEPHOTO #20: FACING (N) ON THE (W) SIDE OF MONTEREY PL NEPHOTO #19: FACING (W) ON THE (S) SIDE OF LINCOLN AVE NECONSTRUCTION NOTES37UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436PEDESTAL AT PROPOSED LOCATION.7773AERIAL SPLICE AT PROPOSED LOCATION.MFP25001928 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP25001928 Engineering 1 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". 2 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. 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 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. Page 1 of 1