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Home My WebLink AboutMFP25006116.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25006116 IVR Number: 25006116 Permit Information Permit Name: JB0002337812 Address/Location:12/01/2025Application Date:7227801355Parcel Number: 1177 HARRINGTON AVE NE Permit Type:02/12/2026Issue Date:Franchise Permit Work Class:02/12/2027Expiration Date:Major Utility Job Number: JB0002337812Franchise Type:Cable Description: Comcast CONSTRUCTION TO CONSIST OF PLACING NEW AERIAL SPLICE CASE AND TYING IN NEAR 1177 HARRINGTON AVE NE. OVERLASH NEW 48CT FIBER AND TIE INTO EXISTING AERIAL SPLICE CASE. UPGRADE 25 TA VAULT NEAR 2680 SUNSET LN NE. ACCESS EXISTING COMCAST SPLICE CASES, VAULTS, PEDESTALS, AND POWER SUPPLIES FOR MAINTENANCE IN PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (425) 691-9266ApplicantX Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact Rena Watts Comcast 1575 75th St SW, #200 Everett, WA 98203 B: (425) 977-9120 C: (425) 977-9120 Contact CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact HCRE 1177 PROPCO LLC 1177 HARRINGTON AVE NE RENTON , WA 98056 Owner Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 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 AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. 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. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division FridayMonday 8:00am 3:00pm Scott Warlick CED 1/22/2026 MFP25006116 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL • Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. • Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. • Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) 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 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 TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. • Applicant must comply with all conditions of the application. • The City 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 application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. • No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. • Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. • Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. • Applicant must have the approved TCP prior to commencing the work. • Approved TCP must be at the work site during work hours. • 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. • At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. • When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. • Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. • Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. • Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. • Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH • Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. • Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. • Applicant shall 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 (5) working days (excluding weekends and holidays) prior to starting any work. • Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES • Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. • Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. • If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) • Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES • All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). • Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 • Road closure notice messages must include at least the following:  ROAD WILL BE CLOSED  MONTH/DAY – MONTH/DAY  _AM - _PM • Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. • Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS • Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION • Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING • Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. • Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. • Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK • Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8) for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. • City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 • Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. • Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. • The following configurations may require night work:  Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur.  Work at traffic signals that requires shifting two directions of traffic into left turn pockets.  Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection.  Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. • If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT • TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. • Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. • TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. • TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of:  Map(s) showing the location of the project and work area.  All fonts shall be legible and a minimum 10-point font size.  All symbols of viewing or printing shall be clear and contrasting.  All streets shall be labeled, and layout must include a north arrow and scale.  Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.  Show locations where the standard traffic control plans are applied. SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: SPLICE, OVERLASH HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1162 HARRINGTON AVE NE, RENTON DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCACTION. OVERLASH BETWEEN UTILITY POLES. 131SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 1175 HARRINGTON PL NE SU N S E T L N N E 16' 15' 8' 15' X*X* ROAD WORK AHEAD W20-1W4-119LCONTRACTOR TO NOTIFY PROPERTY OWNER OF TEMPORARY DRIVEWAY CLOSURE PRIOR TO CONSTRUCTION MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: SPLICE, OVERLASH HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1162 HARRINGTON AVE NE, RENTON DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCACTION. OVERLASH BETWEEN UTILITY POLES. 132SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE SPLICE LOCATION X* ROAD WORK AHEAD W20-1 W4-119L X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 8' 22'GLENNWOOD AVE NE HA R R I N G T O N A V E N E 11771165 1157 30' SPEED LIMIT 25 PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. PRIVATE RD MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1127 HARRINGTON AVE NE, RENTON DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE. 133SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK ROAD WORK AHEAD W20-1 SPEED LIMIT25 X*X* 8' 23' HARRINGTON AVE NE 1127 1129 1135 1143 11401100 31' 1151 1157 WORK AREA 5' 5' W4-119L MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1132 GLENNWOOD AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASES FOR MAINTENANCE. 134SHEET NUMBER OF GRAVEL X*X* ROAD WORK AHEAD W20-1 W21-5 SHOULDER WORK LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE SPLICE LOCATION GLENNWOOD AVE NE 1063 1125 1125 1141 114811401140113211321062 SPEED LIMIT 25 CONTRACTOR TO NOTIFY PROPERTY OWNER OF TEMPORARY DRIVEWAY CLOSURE PRIOR TO CONSTRUCTION 26'8' 26' MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1132 GLENNWOOD AVE NE, RENTON DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 135SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK X* X* X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 BE PREPARED TO STOP W3-4 X* X* X*ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 50' 50' X* X* X* ROAD WORK AHEAD W20-1 W20-7 S U N S E T L N N E GL E N N W O O D A V E N E 8' 17' 19' SPEED LIMIT 25 5' 5' FLAGGING STATION WORK AREA MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1058 KIRKLAND AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASE FOR MAINTENANCE. 136SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK ROAD WORK AHEAD W20-1 SPEED LIMIT25 SPLICE LOCATION UTILITY POLE X*X* KIRKLAND AVE NE 105810541034 1033 8' 22' W4-119L MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 1058 KIRKLAND AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASE FOR MAINTENANCE. PLACE NEW PEDESTAL AT PROPOSED LOCATION. 137SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK SPLICE LOCATION UTILITY POLE ROAD WORK AHEAD W20-1 X*X* KIRKLAND AVE NE 1034 1033 5' 5' 1022 10213030 1010 1016 8'8' 39' 31' WORK AREA PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. SPEED LIMIT25 37' 30' W4-119L MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 2725 NE SUNSET BLVD, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASES FOR MAINTENANCE. ACCESS PEDESTAL FOR MAINTENANCE. 138SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK SPLICE LOCATION UTILITY POLE WORK AREA X* X* X* UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X*X*X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X 125' X 85'X*X* ROAD WORK AHEAD W20-1W1-4R L/2 55' NE 10TH ST WA - 9 0 0 J E F F E R S O N A V E N E 27252725 28082801 8' 11' 11' 8' 12' 20' SPEED LIMIT25 8' 11' 11' UPO MUST ACTIVELY DIRECT EB AND WB TRAFFIC TO THEIR APPROPRIATE RECEIVING LANES AT THIS INTERSECTION 5' 5' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. R3-2 R3-2R3-2 MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 2715 SUNSET LN NE, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 139SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK WORK AREA UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION X * X * X * ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 BE PREPARED TO STOP W3-4 X* X* X* ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W3-4 W20-7 X* X* X * ROAD WORK AHEAD W20-1 W20-7 X* X* X* BE PREPARED TO STOP W3-4 ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W3-4 W20-7 X*X*X* ROAD WORK AHEAD W20-1 W20-7 SPEED LIMIT25 5' 5' 10' 50' 8' 14'HARRINGTON AVE NE SU N S E T L N N E NE S U N S E T B L V D FLAGGING STATION PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 913 HARRINGTON AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASE FOR MAINTENANCE. ACCESS POWER SUPPLY ON POLE FOR MAINTENANCE. 1310SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK X* X* ROAD WORK AHEAD W20-1 UTILITY POLE SPLICE LOCATION 913907 919 950 900 2705 HARRINGTON AVE NE 8' 12' 8' 12' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. SPEED LIMIT 25 20' 20' W4-119L MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 913 HARRINGTON AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASES FOR MAINTENANCE. 1311SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE SPLICE LOCATION X* X* ROAD WORK AHEAD W20-1 X * ROAD WORK AHEAD W20-1 X * ROAD WORK AHEAD W20-1 NE 9TH ST G L E N N W O O D A V E N E F E R N D A L E C I R N E 2618 2618 955 951 26192615 2609 901 901 900 8' 22' 8' 22' SPEED LIMIT 25 PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 30' 27' W4-119L MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 900 GLENNWOOD AVE NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASE FOR MAINTENANCE. 1312SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION X* X* X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 BE PREPARED TO STOP W3-4 X* X* X* ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W3-4 W20-7 X*X*X* ROAD WORK AHEAD W20-1 W20-7 50' 50' GLENNWOOD AVE NE NE 9 T H S T 2618 2619 900906912918 8' 12' SPEED LIMIT25 20' FLAGGING STATION 50' 58'34' SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS MFP25006116 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. 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 CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002337812 JOB ADDRESS: 931 FERNDALE CIR NE, RENTON DESCRIPTION: ACCESS EXISTING AERIAL SPLICE CASE FOR MAINTENANCE. 1313SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION FLAGGING STATION ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 X * 50' X* X * ROAD WORK AHEAD W20-1 X* X * X* 50' ONE LANE ROAD AHEAD W20-4 W20-7 8' 18' R7-T39 NO PARK FERNDALE CIR NE919 913 908 912 916 927 931 935 943 947 26'22' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. SPEED LIMIT25 50' SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS MFP25006116 ADDRESS: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NAME: JB0002337812 - PRINTS DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002337812\JB0002337812_ROW\1 - CAD\PRINTS\JB0002337812_PRINTS.DWG SITE LOCATION SHEET INDEX 1 - COVER SHEET 2 - GENERAL NOTES 3 - LEGEND 4/18 - DESIGN VIEW 1/15 19/21 - TYPICALS 1/3 SCOPE OF WORK CONSTRUCTION TO CONSIST OF PLACING NEW AERIAL SPLICE CASE AND TYING IN NEAR 1177 HARRINGTON AVE NE. OVERLASH NEW 48CT FIBER AND TIE INTO EXISTING AERIAL SPLICE CASE. UPGRADE 25-TA VAULT NEAR 2680 SUNSET LN NE. ACCESS EXISTING COMCAST SPLICE CASES, VAULTS, PEDESTALS, AND POWER SUPPLIES FOR MAINTENANCE IN PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 211 SHEET NUMBER OF Know what's below. Call before you dig. R VICINITY MAP CONTACTS N O R T H KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN.HARMON@CABLECOMLLC.NET 360.322.2805 SPENCER KARINIEMI GENERAL MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 MFP25006116 This 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-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 212 SHEET NUMBER OF Know what's below. Call before you dig. R GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. BOOKER ENGINEERING LLC hereby disclaims any responsibility to third parties for the accuracy 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 utilities prior to performing any excavation. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE 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 ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE 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 THE RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION 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, AND ONE (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, TRAFFIC CONTROL, AND SECURITY. 7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH 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 PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION 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 SHOWN ON 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 DIRT TRACKED FROM THE SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE 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 FOR CLARIFICATION 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 HARD SURFACE 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 AND SPECIFICATIONS. 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. MFP25006116 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 213 SHEET NUMBER OF Know what's below. Call before you dig. R LEGEND (XXX') N O R T H #F #F #F X X MFP25006116 GLENWOOD AVE NE HA R R I N G T O N A V E N E PRIVATE ROAD AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 214 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 PLACE NEW COMCAST AERIAL SPLICE CASE AND TIE IN. N O R T H PHOTO #1: FACING NE ON THE N SIDE OF GLENWOOD AVE NE 1 2 OVERLASH NEW 48CT FIBER ONTO EXISTING STRAND. 2 2 198' 12' MA T C H T O S H E E T 5 1 1 2 MFP25006116 PRI V A T E R O A D HAR R I N G T O N P L N E AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 215 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #2: FACING NW ON THE W SIDE OF HARRINGTON PL NE 2 OVERLASH NEW 48CT FIBER ONTO EXISTING STRAND. 2 189' MA T C H T O S H E E T 4 3 3 SPLICE AND TIE INTO EXISTING COMCAST AERIAL SPLICE CASE. 2 2 3 MFP25006116 GLENWOOD AVE NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 216 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. N O R T H PHOTO #3: FACING SE ON THE E SIDE OF GLENWOOD AVE NE 44 PHOTO #4: FACING NE ON THE E SIDE OF GLENWOOD AVE NE 3 4 4 4 MFP25006116 HARRINGTON AVE NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 217 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 5 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. N O R T H PHOTO #5: FACING W ON THE W SIDE OF HARRINGTON AVE NE 5 5 5 MFP25006116 G L E N W O O D A V E N E SUNSET LN NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 218 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 6 UPGRADE EXISTING 25-TA VAULT TO NEW SPH2436 S/V VAULT. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITION. N O R T H PHOTO #6: FACING NW ON THE N SIDE OF SUNSET LN NE 6 A 6 6 A MFP25006116 KIRKLAND AVE NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 219 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #7: FACING NE ON THE W SIDE OF KIRKLAND AVE NE 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 7 4 MFP25006116 KIRKLAND AVE NE NE 1 0 T H S T AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2110 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #8: FACING SW ON THE E SIDE OF KIRKLAND AVE NE 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 8 4 MFP25006116 NE 10TH ST I N D E X A V E N E P R I V A T E R O A D AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2111 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #9: FACING S ON THE N SIDE OF NE 10TH ST 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 44 PHOTO #10: FACING W ON THE N SIDE OF NE 10TH ST 9 4 10 4 MFP25006116 NE SUNSET BLVD NE 1 0 T H S T AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2112 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 7 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. N O R T H PHOTO #11: FACING S ON THE S SIDE OF NE SUNSET BLVD 7 7 11 MFP25006116 NE SUNSET B L V D HA R R I N G T O N A V E N E AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2113 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #12: FACING N ON THE N SIDE OF NE SUNSET BLVD 7 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. 7 7 12 MFP25006116 HARRINGTON AVE NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2114 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #13: FACING SW ON THE E SIDE OF HARRINGTON AVE NE 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 8 ACCESS EXISTING COMCAST POWER SUPPLY FOR MAINTENANCE. 8 PHOTO #14: FACING SW ON THE E SIDE OF HARRINGTON AVE NE 8 4 4 13 14 MFP25006116 NE 9TH ST H A R R I N G T O N A V E N E AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2115 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #15: FACING SE ON THE N SIDE OF NE 9TH ST 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 15 4 MFP25006116 NE 9TH ST F E R N D A L E C I R N E AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2116 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #16: FACING SW ON THE N SIDE OF NE 9TH ST 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 16 4 MFP25006116 GLENWOOD AVE NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2117 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #17: FACING NE ON THE W SIDE OF GLENWOOD AVE NE 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 17 4 MFP25006116 FERNDALE CIR NE AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2118 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #18: FACING E ON THE S SIDE OF FERNDALE CIR NE 4 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 4 18 4 MFP25006116 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2119 SHEET NUMBER OF Know what's below. Call before you dig. R MFP25006116 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2120 SHEET NUMBER OF Know what's below. Call before you dig. R MFP25006116 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 1177 HARRINGTON AVE NE, RENTON, WA 98056 PROJECT NUMBER: JB0002337812 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK TPK 11/25/2025 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2121 SHEET NUMBER OF Know what's below. Call before you dig. R MFP25006116 CableCom LLC 1429 Avenue D, #339 Snohomish, WA 98290 (DATE) 54 RAINIER AVE S RENTON WA, 98057 1.RE: Aerial Variance Request for (JB0002337812) To whom it may concern: 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 –CONSTRUCTION TO CONSIST OF PLACING NEW AERIAL SPLICE CASE AND TYING N NEAR 1177 HARRINGTON AVE NE. OVERLASH NEW 48CT FIBER AND TIE INTO EXISTING AERIAL SPLICE CASE. UPGRADE 25-TA VAULT NEAR 2680 SUNSET LN NE. ACCESS EXISTING COMCAST SPLICE CASES, VAULTS, PEDESTALS, AND POWER SUPPLIES FOR MAINTENANCE IN PROPOSED LOCATIONS 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 February 12, 2026 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#2337812, MFP25006116, 1177 Harrington 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 Cablecom LLC overlash new fiber for a total of approximately 399 lineal feet to existing Puget Sound Energy (PSE) poles along Harrington Ave NE and Harrington Pl 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#2337812 Page 2 of 2 February 12, 2026 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, February 26, 2026. 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, Justin Johnson, PE Development Engineering Director cc: Nathan Janders, Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan Justin Johnson DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP25006116 Engineering 1 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. 2 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". 3 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 4 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. Page 1 of 1