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HomeMy WebLinkAboutMFP26000763.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000763 IVR Number: 26000763 Permit Information Permit Name: JB0002453765 OSP DE Address/Location:02/12/2026Application Date:3342103464Parcel Number: 1616 NE 30TH ST Permit Type:03/12/2026Issue Date:Franchise Permit Work Class:03/12/2027Expiration Date:Major Utility Job Number: JB0002453765 OSP DEFranchise Type:Cable Description: JB0002453765 OSP DE Comcast proposes to splice at 21 locations. Overlash 48ct fiber to existing strand ~576'. Replace pedestal with doghouse (x4) Contacts Name Address PhoneTypeBilling Ashley Kiehn Mastec Communications 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Rena Watts Comcast 1575 75th St SW, #200 Everett, WA 98203 B: (425) 977-9120 C: (425) 977-9120 Contact Mastec North America Inc 800 S Douglas Road, 1200 Coral Gables, FL 33134 Contractor Business License Number: 51687Construction Contractor: MASTENA991KJ BARAKAH LLC 1616 NE 30TH ST 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 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: 3/12/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/12/2025 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 Scott Warlick CED 3/12/2026 Monday Friday 8:00am 3:00pm MFP26000763 Page 2 of 6 | Published: 3/12/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 3/12/2025 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: 3/12/2025 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 City Inspector (425-430-7203) at least twenty-four (24) hours before commencing work. • Applicant must notify Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours before commencing work, if work affects traffic signal operations, including 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 three (3) 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: 3/12/2025 • 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: 3/12/2025 • 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. T AP 1616 NE 30TH ST 29 5 8 K E N N E W I C K P L N E 1700 NE 28TH ST 1700 NE 28TH ST NE 30TH ST NE 30TH S T K E N N E W I C K P L N E K E N N E W I C K P L N E 1 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN WORK ZONE LIMIT SPEEDR2-1 25 WORK ZONE X X X ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD LIMITSPEED R2-1 30 NOTE FOR TRANSIT STOPS, TYP. WHERE OCCURS: UTILITY FIELD SUPERVISOR TO COORDINATE PROPOSED WORK TIME AND WORK ZONE WITH TRANSIT AUTHORITY ON PASSENGER PICK-UP & DROP-OFF SCHEDULE SO AS NOT TO INTERFERE WITH TRANSIT OPERATIONS. IF NEEDED SUPERVISOR TO ALSO COORDINATE WITH TRANSIT AUTHORITY, A MINIMUM 5 DAYS, PRIOR TO A TEMPORARY BUS-STOP MOVE, AND IS TO BE APPROXIMATELY 25' MIN TO FROM THE WORK ZONE OR AS NEEDED, UNTIL WORK IS FINISHED. BUS STOP FAS X RO A D WO R K AH E A D SPO T T E R MFP26000763 P A PP 1831 NE 29TH CT N E 2 9 T H C T N E 2 9 T H C T NE 29T H S T LI N C O L N P L N E LI N C O L N P L N E 1837 NE 29TH CT 1835 NE 29TH CT 1834 NE 29TH CT 2 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 2 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN WORK ZONE SPO T T E R NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. NO PAR K I N G FRO M TOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 NOPAR K I N G FROMTOTOW-AW A Y A R E A R C W 4 6 5 5 1 1 3 X X ROA D WOR K AHE A D SHO U L D E R WOR K LIM I T SPE E D R2-1 25 MFP26000763 P APP NE 28TH ST NE 28TH ST NE 28TH ST I- 4 0 5 I- 4 0 5 I- 4 0 5 I- 4 0 5 1700 NE 28TH ST 1700 NE 28TH ST 1700 NE 28TH ST 1617 NE 28TH ST 1609 NE 28TH ST 2733 JONES AVE NE 2733 JONES AVE NE 3 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 3 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N WORK ZONE NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. SP O T T E R NOPARKING FROMTOTOW-AWAY AREA RCW 46 55 113 TEMPORARY TRAFFIC CONTROL PLAN NOPARKING FROMTOTOW-AWAY AREA RCW 46 55 113 22 ' X RO A D WO R K AH E A D LI M I T SP E E D R2 - 1 25 MFP26000763 AP POLE K E N N E W I C K P L N E K E N N E W I C K P L N E NE 28TH ST NE 28TH ST JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E NE 28TH ST NE 28TH ST 2808 KENNEWICK PL NE 1806 NE 27TH ST NE 2 7 T H S T 1733 NE 28TH ST 2812 KENNEWICK PL NE NE 27TH PL NE 27TH PL 4 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 4 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S TEMPORARY TRAFFIC CONTROL PLAN X X X RO A D WO R K AH E A D BE PR E P A R E D TO S T O P LI M I T SP E E D R2 - 1 25 FL A G G E R FLAG G E R X X X ROAD WORK AHEAD BE PREPA R E D TO STO P LIMIT SPEED R2-1 25 XXX RO A D WO R K AH E A D BE PR E P A R E D TO S T O P FL A G G E R FLAG G E R WORK ZONE XX X RO A D WO R K AH E A D RIG H T LA N E CLO S E D AH E A D X X BE PREP A R E D TO S T O P FA S SPOT T E R MFP26000763 POLEAB C D A POLE PS89V JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E NE 27TH CT 1701 NE 27TH PL NE 27TH CT NE 27TH CT NE 27TH PL NE 27TH PL 2717 JONES AVE NE 2725 JONES AVE NE 2709 JONES AVE NE 5 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 5 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N SPOTTER TEMPORARY TRAFFIC CONTROL PLAN FLAGGER FLAGGER X X X ROADWORK AHEAD BEPREPAREDTO STOP LIMIT SPEED R2-1 25 X X X ROADWORKAHEAD BE PREPAREDTO STOP X X X RO A D WO R K AH E A D BE PR E P A R E D TO S T O P LI M I T SP E E D R2 - 1 25 FL A G G E R FL A G G E R FL A G G E R XX BE PR E P A R E D TO S T O P BE PR E P A R E D TO S T O P LIM I T SP E E D R2 - 1 25 XX BE PR E P A R E D TO S T O P BE PR E P A R E D TO S T O P LI M I T SP E E D R2 - 1 25 NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. NO PA R K I N G FRO MTOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 NO PA R K I N G FRO MTOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 WORK ZONE WORK ZONE NO PAR K I N G FRO MTOTOW- A W A Y A R E A R C W 4 6 5 5 1 1 3 MFP26000763 A POLE P APP JO N E S A V E N E JO N E S A V E N E NE 26TH PL NE 26TH PL NE 26TH PL NE 27TH CT 2717 JONES AVE NE 2709 JONES AVE NE 2612 JONES AVE NE 1709 NE 26TH PL 2622 JONES AVE NE 6 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 6 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN 22 ' WORK ZONESP O T T E R X ROAD WORK AHEAD LIMIT SPEED R2-1 25 X RO A D WO R K AH E A D LI M I T SP E E D R2 - 1 25 X ROAD WORKAHEAD MFP26000763 A POLE JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E 2433 JONES AVE NE 2425 JONES AVE NE 2509 JONES AVE NE 2432 JONES AVE NE 7 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 7 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN WORK ZONE FLAGGER X X X ROADWORKAHEAD BE PREPAREDTO STOP X X X ROAD WORKAHEAD BE PREPARED TO STOP FLAGGER SPOTTER MFP26000763 P A PP T P KE N N E W I C K A V E N E KE N N E W I C K A V E N E NE 25TH PLNE 25TH PL KE N N E W I C K P L N E KE N N E W I C K P L N E 2421 KENNEWICK AVE NE 2415 KENNEWICK AVE NE 2505 KENNEWICK AVE NE 2517 KENNEWICK AVE NE 2511 KENNEWICK AVE NE 8 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 8 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. WORK ZONE WORK ZONE X ROAD WORK AHEAD LIMIT SPEED R2-1 25 SPOTTER NO PAR K I N G FRO MTOTOW- A W A Y A R E A R C W 4 6 5 5 1 1 3 NO PA R K I N G FRO M TOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 XX RO A D WO R K AH E A D SH O U L D E R WO R K 22' MFP26000763 TP T P KE N N E W I C K A V E N E KE N N E W I C K A V E N E KE N N E W I C K A V E N E KENN E W I C K P L N E 1800 NE 24TH ST 2406 KENNEWICK AVE NE 2409 KENNEWICK AVE NE 2421 KENNEWICK AVE NE 2415 KENNEWICK AVE NE 9 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 9 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. WORK ZONE NO PA R K I N G FRO M TOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 SPOTTER X ROADWORKAHEAD LIMIT SPEED R2-1 25 X X ROAD WORK AHEAD SHOULDERWORK 22' NO PA R K I N G FRO MTOTOW - A W A Y A R E A R C W 4 6 5 5 1 1 3 MFP26000763 A A APOLE 2 POLE 1 T A B C D POLE POLE PS 89V T P NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST KE N N E W I C K A V E N E 1719 NE 24TH ST 1801 NE 24TH ST 1813 NE 24TH ST 1833 NE 24TH ST 1829 NE 24TH ST 1800 NE 24TH ST 2406 KENNEWICK AVE NE 158' 94' 10 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 0 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN SP O T T E R 23 ' WORK ZONE WORK ZONE X RO A D WO R K AH E A D LI M I T SP E E D R2 - 1 25 X X RO A D WO R K AH E A D SH O U L D E R WO R K X ROADWORK AHEAD LIMIT SPEEDR2-1 25 MFP26000763 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO A A A A A A A A A A A A A POLE 4 POLE 5 POLE 3 POLE 6 POLE 2 POLE 1 T A B C D JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST KE N N E W I C K A V E N E 2432 JONES AVE NE 1635 NE 24TH ST 2312 JONES AVE NE 1713 NE 24TH ST 2301 JONES AVE NE 1719 NE 24TH ST 1801 NE 24TH ST 1813 NE 24TH ST 1800 NE 24TH ST 2300 JONES AVE NE NE 23RD ST NE 23RD ST 2301 JONES AVE NE 135' 171' 18' 158' 158' 94' 11 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 1 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN SP O T T E R X X X ROADWORK AHEAD BE PREPAREDTO STOP LIMIT SPEEDR2-1 25 X X X ROADWORK AHEAD BE PREPAREDTO STOP LIMIT SPEEDR2-1 25 FLAGGER FLAGGER FLAGGER FL A G G E R XXX RO A D WO R K AH E A D BE PR E P A R E D TO S T O P NOTE: AERIAL CROSSING TIME WILL BE APPROXIMATE 5 MIN. WORK ZONE WORK ZONE WORK ZONE WORK ZONE WORK ZONE WORK ZONE X X X ROAD WORKAHEAD BE PREPARED TO STOP FL A G G E R XX RO A D WO R K AH E A D BE PR E P A R E D TO S T O P X X X RO A D WO R K AH E A D BE PR E P A R E D TO S T O P FL A G G E R LI M I T SP E E D R2 - 1 25 MFP26000763 A A POLEPOLE POLE 6 2216 HIGH AVE NE JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E HI G H A V E N E HI G H A V E N E HI G H A V E N E HI G H A V E N E 2301 JONES AVE NE NE 23RD ST NE 23RD ST 2225 JONES AVE NE 2217 JONES AVE NE 2224 HIGH AVE NE 2301 JONES AVE NE 2208 JONES AVE NE 12 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 2 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN WORK ZONE X X X ROAD WORKAHEAD BE PREPARED TO STOP X X X ROAD WORK AHEAD BE PREPARED TO STOP LIMIT SPEEDR2-1 25 FLAGGER FLAGGER SPOTTER MFP26000763 A A POLEPOLE 2216 HIGH AVE NE JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E HIG H A V E N E HI G H A V E N E HI G H A V E N E 2225 JONES AVE NE 2217 JONES AVE NE 2132 HIGH AVE NE 2224 HIGH AVE NE 2208 JONES AVE NE 13 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 3 13 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (2)100 ± (2)100 ± (2)N/A (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. LONGITUDINAL BUFFER SPACE =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.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'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. N TEMPORARY TRAFFIC CONTROL PLAN SPOTTER WORK ZONE X X ROAD WORK AHEAD SHOULDER WORK LIMIT SPEED R2-1 25 X ROAD WORK AHEAD MFP26000763 COMCAST 2A DIGITAL (FDX) - WAKVD0EM00 1X2 - WAKVD00N00 PROPOSED SPLICE LOCATIONS - FIBER INSTALLATION 1X2 (WAKVD00N00 1X2) - RF - SS 1616 NE 30TH ST, RENTON, WA 98055 JB0002453765 PROPOSED AERIAL FIBER INSTALLATION MFP26000763 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 A AA A A A A A A A A A A A A A POLE 4 POLEPOLE POLE POLE 5 POLE 3 POLE 6 POLE 2 POLE 1 T ABCD POLEPOLEPS89V TPTP PAPP TP T AP PAPP APPAPP POLEABCD APOLE PAPP PS89V Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S VICINITY MAP CONTACTS PG#SHEET INDEX 1 COVER SHEET 2 VICINITY MAP, CONTACTS & SHEET INDEX 3 GENERAL NOTES 4 LEGEND 5-14 SITE-PLAN 15-17 TYPICAL DETAILS 17 N/A N/A DESCRIPTION OF WORK TOTAL (21) SPLICE LOCATIONS - SEE VICINITY MAP FOR APPROXIMATE LOCATIONS 0LF OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND (6 POLES)576LF REPLACE PED WITH DOGHOUSE (4)0LF TOTAL:576LF VI C I N I T Y MA P 2 PERMITTING COMCAST MASTEC OPE ASHLEY KIEHN 4610 TACOMA AVE SUMNER, WA 98390 PHONE: (253) 999-2271 EMAIL: ASHLEY.KIEHN@MASTEC.COM 1616 NE 30TH ST, RENTON, WA 98055 BEGIN 1 2216 HIGH AVE NE, RENTON, WA 98056 END 3 2 4 5 76 89 10 DOMINIC MINNITI 4610 TACOMA AVE SUMNER, WA 98390 PHONE:877-385-2903 EMAIL: DOMINIC.MINNITI@MASTEC.COM JOSH ASHLEY 11308 SW 68TH PKWY TIGARD, OR 97223-8679 PHONE: (503) 939-7931 EMAIL: JOSHUA_ASHLEY@COMCAST.COM MFP26000763 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S GENERAL NOTES 17 N/A N/A GE N E R A L NO T E S 3 THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION, 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 LOCAL JURISDICTION. 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION 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 LOCAL JURISDICTION. 17. CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING. FEDERAL WAY 1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT DEVELOPMENT STANDARDS - MARCH 2019. 2.ALL FEDERAL WAY STANDARD DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE: https://www.cityoffederalway.com/DevelopmentServices 3.ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH FEDERAL WAY STANDARDS. SEE FEDERAL WAY STANDARD DRAWINGS 3-28 & 3-28A. 4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH FEDERAL WAY STANDARDS. SEE FEDERAL WAY STANDARD DRAWINGS. 5.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH FEDERAL WAY STANDARDS. SEE FEDERAL WAY STANDARD DRAWINGS. 6.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES. MFP26000763 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 N/A N/A LE G E N D 4 LEGEND TELECOMMUNICATION SANITARY SEWER GAS LINE WATER STORM DRAIN RECYCLED WATER POWER PARCEL LINE RIGHT OF WAY DITCH LINE CENTER LINE EDGE OF PAVEMENT FACE OF CURB PROPERTY LINE LIP OF GUTTER GUARDRAIL SD SD W W SS SS G G T T LIP D/L EOP FOC RW RW BUILDING OUTLINE P FLFOG LINE SIDEWALK SW TRENCH DIRECT BORE PROPOSED AERIAL STRAND PROOF/PULL PROPOSED OVERLASH MINOR ARTERIAL COLLECTOR ARTERIAL INTERSTATE FREEWAY ACCESS STREET PRINCIPAL ARTERIAL BUILDING WARNING SIGN PLACEMENT (W/ PART #) TRAFFIC BARREL HYDRO-VAC TRENCH KEEP RIGHT REGULATORY SIGN (W/ PART #) LIMIT SPEED R2-1 25SPEED LIMIT CALLOUT SIGN PLACEMENT / DIRECTION TRAFFIC CONE FLAGGER STATION FLAGGER STATION PATROL CAR POLICE OFFICER UNIFORMED POLICE OFFICER WORK VEHICLE FENCE STREET LIGHT HANDHOLE TELECOM MANHOLE TELECOM HANDHOLE TELECOM CABINET TRAFFIC SIGNAL MANHOLE TRAFFIC CABINET TRAFFIC SIGNAL PEDESTAL STREET LIGHT POLE TRAFFIC SIGNAL HANDHOLE CATV MANHOLE CATV HANDHOLE CATV PEDESTAL TRAFFIC SIGNAL POLE STORM MANHOLE WATER VALVE WATER METER TELECOM PEDESTAL STORM INLET STORM DRAIN UNKNOWN D? SI SEWER VALVE S SEWER VAULT S S SEWER UNKNOWN S ? STORM DRAIN VAULT S D SEWER CLEANOUT SEWER MANHOLE SC SEWER CATCH BASIN SS STORM ACCESS POINT BASE LAYERS EXISTING UTILITIES ROAD HATCH CLASSIFICATION ROW WORK LINETYPE COMCAST UNDERGROUND SYMBOLS EXISTING UTILITY SYMBOLS TRAFFIC CONTROL SYMBOLS STORM CATCH BASIN SD TRAFFIC SIGNAL VAULT GAS METERTEST VALVE PEDESTAL UNK UTILITY FIRE HYDRANT GAS VALVE GAS TEST POINT GAS MANHOLE WATER PUMP G G G WATER AIR CONTROL VALVE WATER WELL WATER SAMPLING STATION POWER HANDHOLE POWER MANHOLE POWER CABINET POWER VAULT POWER PEDESTAL P POWER UNKNOWN P P P P P P ? SIGN POST CULVERT TRANSIT STOP BUS STOP DRIVEWAY (FOC OR EOP) SD SS ANCHOR SIDEWALK ANCHOR & GUY (P) FIBER & COUNT F48 (P) .625 COAX (P) .875 COAX PROPOSEDEXISTING WRECKOUT POLE W/O RISER RISER ARM VERTICAL GROUND SLACK SPAN OVERHEAD GUY TANGENT ATTACHMENT DEAD-END DOUBLE DEAD-END (E) FIBER & COUNT F48 (E) .625 COAX (E) .875 COAX SL SL TS TS TS TS C C C T T T T T S TS ? PUMP F WELL TREE TRIM LIGHT/MEDIUM/HEAVY L M H// WRECKOUT VAULT SPLICE CASE MANHOLE PEDESTAL PP P A MINIBRIDGER T T T A A TAP AMPLIFER POTHOLE BORE PIT / EXCAVATION M M M PROPOSEDEXISTING WRECKOUT NODE A B C D STORAGE LOOP X'X' LIT INTERSECTION FAS FLASHING ARROW SEQUENTIAL ARROW SEQUENTIAL CHEVRON FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION OR FLASHING DIAMOND CAUTION ARROWBOARD PLACEMENT (SEE BELOW) CHANNELIZING DEVICES / MIN DIMENSIONS NOTE(S): 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. ARROWBOARD TYPE MIN LEGIBILITY DISTANCE MIN SIZE MINIMUM # OF ELEMENTS A B C D 48"×24" 60"×30" 96"×48" NONE 12 MILE 1 MILE 34 MILE 12 MILE 12 13 15 12 5F T M I N 4FT MIN 8-12" 45° TYPE 3 BARRICADE 3F T M I N 45° 2FT MIN 8-12" TYPE 1 BARRICADE 3F T M I N 8-12" 2FT MIN 45° TYPE 2 BARRICADE 3-4" 6"2" 4" 28 ' - 3 6 " M A X SPEED < 45MPH NIGHT AND/OR FREEWAY MO R E T H A N 3 6 " 4-6" TYP CONE CONE SPEED ≥ 45MPH DIRECTION INDICATOR BARRICADE 12" 8" 36 " M I N 24" MIN 45° UNLIT INTERSECTION DB TRENCH A VAC-T SPOTTER STATION ALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCD MINIBRIDGER PICTURE TAP PICTURE A B C D A B C D AMPLIFIER PICTUREA COMCAST AERIAL SYMBOLS EQUIPMENT MFP26000763 T APPROXIMATE GROUND SPLICE LOCATION REPLACE TAP AP APPROXIMATE GROUND SPLICE LOCATION REMOVE LE & 2-WAY 1616 NE 30TH ST 1610 NE 30TH ST 29 5 8 K E N N E W I C K P L N E 1700 NE 28TH ST 1700 NE 28TH ST NE 30TH ST NE 30TH S T K E N N E W I C K P L N E K E N N E W I C K P L N E Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 1 5 N MFP26000763 P A APPROXIMATE GROUND SPLICE LOCATION PP REPLACE 2-PAL WITH NEW FDXLE & 2-WAY REPLACE PED WITH DOGHOUSE 1831 NE 29TH CT N E 2 9 T H C T N E 2 9 T H C T NE 29TH S T LI N C O L N P L N E LI N C O L N P L N E 1837 NE 29TH CT 1835 NE 29TH CT 1834 NE 29TH CT Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 2 6 N MFP26000763 P A APPROXIMATE GROUND SPLICE LOCATION PP REPLACE TAP PED WITH DOGHOUSE REPLACE LE WITH FDXMB & INT. JMP & REMOVE DC-8 NE 28TH ST NE 28TH ST I- 4 0 5 I- 4 0 5 I- 4 0 5 I- 4 0 5 I- 4 0 5 1700 NE 28TH ST 1700 NE 28TH ST 1700 NE 28TH ST 1617 NE 28TH ST 1609 NE 28TH ST 2733 JONES AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 3 7 N MFP26000763 AP APPROXIMATE GROUND SPLICE LOCATION REPLACE 2-PAL WITH NEW FDXLE & DC-12 K E N N E W I C K P L N E K E N N E W I C K P L N E K E N N E W I C K P L N E NE 28TH ST NE 28TH ST NE 28TH ST JO N E S A V E N E JO N E S A V E N E NE 28TH ST NE 28TH ST 2816 KENNEWICK PL NE 2808 KENNEWICK PL NE 1806 NE 27TH ST NE 27 T H S T 1733 NE 28TH ST 2812 KENNEWICK PL NE 1700 NE 28TH ST 2733 JONES AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 4 8 N MFP26000763 POLEAB C D REPLACE EXISTING NODE WITH NEW 1X2 FDX, REBALANCE REQUIRED. PLACE NEW POWER INSERTER POWER BLOCK BETWEEN AB & CD NODE POWERED FROM AB SIDE & TERM APPROXIMATE AERIAL SPLICE LOCATIONS EXIST. NODE AFTER 087 TOTAL SEGMENT A: 034 SEGMENT C: 053 REPLACE ALL ACTIVES WITH NEW EQUIPMENT & REBALANCE IF REQUIRED MAINTAIN EXISTING INTERNAL COUPLERS & AMPLIFIER CONFIGURATIONS A APPROXIMATE AERIAL SPLICE LOCATION REPLACE 2-PAL WITH NEW FDXLE & DC-8 POLE P A APPROXIMATE GROUND SPLICE LOCATION PP REPLACE PED WITH DOGHOUSE PS89V EXIST. NODE BEFORE 167 TOTAL SEGMENT A: 105 SEGMENT C: 062 PSNB: 90 V / 12.8A IRIS BEFORE: 10.8 A IRIS AFTER: 10.9 A JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E NE 26TH PL NE 26TH PL NE 26TH PL NE 27TH CT 1701 NE 27TH PL NE 27TH CT NE 27TH CT NE 27TH PL NE 27TH PL 2717 JONES AVE NE 2725 JONES AVE NE 2709 JONES AVE NE 2612 JONES AVE NE 1709 NE 26TH PL 2622 JONES AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 5 9 N MFP26000763 A APPROXIMATE AERIAL SPLICE LOCATION REPLACE 2-PAL WITH NEW FDXLE & DC-8 POLE JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E 2433 JONES AVE NE 2425 JONES AVE NE 2509 JONES AVE NE 2432 JONES AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 6 10 N MFP26000763 P A APPROXIMATE GROUND SPLICE LOCATION PP REPLACE PED WITH DOGHOUSE T P APPROXIMATE GROUND SPLICE LOCATION REPLACE TAP REPLACE 2-WAY WITH 3-WAY KE N N E W I C K A V E N E KE N N E W I C K A V E N E NE 25TH PLNE 25TH PL KE N N E W I C K P L N E KE N N E W I C K P L N E 2421 KENNEWICK AVE NE 2415 KENNEWICK AVE NE 2505 KENNEWICK AVE NE 2517 KENNEWICK AVE NE 2511 KENNEWICK AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 7 11 N MFP26000763 A A APOLE 2 POLE 1 T APPROXIMATE AERIAL SPLICE LOCATION REPLACE TAP A B C D REPLACE AMP WITH NEW 1X2 FDX NODE & REMOVE DC-8 & PLACE NEW 2-WAY & POWER INSERTER APPROXIMATE AERIAL SPLICE LOCATION REPLACE TAP & TERM POLE POLE APPROXIMATE AERIAL SPLICE LOCATION DISCONNECT & TERM CABLE PS89V PSNB: 90 V / 3.8 A IRIS BEFORE: 3.5 A IRIS AFTER: 7.7 A NEW CHILD NODE 080 TOTAL SEGMENT A: 041 SEGMENT C: 039 REPLACE ALL ACTIVES WITH NEW EQUIPMENT & REBALANCE IF REQUIRED MAINTAIN EXISTING INTERNAL COUPLERS & AMPLIFIER CONFIGURATIONS APPROXIMATE AERIAL SPLICE LOCATION REMOVE 2X POWER INSERTER & DISCONNECT & TERM CABLES TP APPROXIMATE GROUND SPLICE LOCATION REPLACE TAP T P APPROXIMATE GROUND SPLICE LOCATION REPLACE TAP OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST KE N N E W I C K A V E N E KE N N E W I C K A V E N E 1719 NE 24TH ST 1801 NE 24TH ST 1813 NE 24TH ST 1833 NE 24TH ST 1829 NE 24TH ST 1800 NE 24TH ST 2406 KENNEWICK AVE NE 2409 KENNEWICK AVE NE 158' 94' Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 8 12 N MFP26000763 AAPPROXIMATE AERIAL SPLICE LOCATION CHANGE SIGNAL DIRECTION. PLACE NEW POWER INSERTER AND TERM. A A A A A A A A POLE 4 POLE 5 POLE 3 POLE 6 OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND OVERLASH (P) 48CT FIBER OPTIC CABLE TO EXISTING STRAND JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E HI G H A V E N E HI G H A V E N E NE 24TH ST NE 24TH ST NE 24TH ST NE 24TH ST 2432 JONES AVE NE 1635 NE 24TH ST 2312 JONES AVE NE 1713 NE 24TH ST 2301 JONES AVE NE 2300 JONES AVE NE NE 23RD ST NE 23RD ST 135' 171' 18' 158' Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 9 13 N MFP26000763 AAPPROXIMATE AERIAL SPLICE LOCATIONAAPPROXIMATE AERIAL SPLICE LOCATION POLEPOLE 2216 HIGH AVE NE JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E JO N E S A V E N E HI G H A V E N E HI G H A V E N E HI G H A V E N E HI G H A V E N E 2225 JONES AVE NE 2217 JONES AVE NE 2132 HIGH AVE NE 2224 HIGH AVE NE 2301 JONES AVE NE 2208 JONES AVE NE Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S 17 SI T E P L A N - 1 0 14 N MFP26000763 17 REVISIONS DATE DESCRIPTION INITIAL Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S NTS 15 TY P I C A L DE T A I L S N STARLINE SERIES: BLE100AUX 1 GHz AMPLIFIER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg FFT*-* Q SERIES ·FFT2-*Q: 2 PORT TAPS ·FFT4-*Q: 4 PORT TAPS ·FFT8-*Q: 8 PORT TAPS ·FFT*-PBA-V: 2 PORT TAPS FEATURES: ·SUPPORT DOCSIS 3.1 EXPANDED BANDWIDTH UP TO 1218 MHz. ·IMPROVE NETWORK PERFORMANCE WITH SIGNAL CONDITIONING PLUG-INS. ·HIGH QUALITY RF CONNECTION WITH AUTO-SEIZE F-CONNECTORS. ·MAINTAIN EXISTING INSTALLED BASE WITH COMPATIBILITY BACK TO "F" SERIES FFT HOUSINGS. ·STANDARD FACEPLATE ONLY OPTIONS FOR COST-EFFECTIVE UPGRADES TO EXISTING FFT DEPLOYMENTS. ·HIGH LEVEL OF NETWORK RESILIENCE WITH 6 kV SURGE RESISTANCE ON FEEDERLINE AND F-PORTS. ·BLANK TAP OPTION FFT*-PBA-V FOR FUTURE EXPANSION ·MAINTAIN RF AND AC CONNECTIONS WITH FACEPLATE REMOVED WITH INTEGRATED BYPASS CAPABILITY. HOUSING DIMENSIONS (L×W×D): 4.0" x 2.9" x 5.6" 10.2cm x 7.4cm x 14.2cm WEIGHT:1 lb 0.45kg HARDWARE REPLACEMENT DIMENSIONS AMPLIFIER TAP STARLINE SERIES: MB100 1 GHz MINIBRIDGER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg MINIBRIDGER MINIBRIDGER MFP26000763 NTS 16 TY P I C A L DE T A I L S 17 REVISIONS DATE DESCRIPTION INITIAL Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S N MFP26000763 NTS 17 TY P I C A L DE T A I L S 17 REVISIONS DATE DESCRIPTION INITIAL Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - W A K V D 0 E M 0 0 1 X 2 16 1 6 N E 3 0 T H S T RE N T O N , W A 9 8 0 5 5 JB 0 0 0 2 4 5 3 7 6 5 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:MPI 02/10/2026 1X 2 ( W A K V D 0 0 N 0 0 1 X 2 ) - R F - S S N AERIAL TYPICALS MFP26000763 ___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390 ____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound 2/26/26 To whom it may concern: City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0002453765 OSP DE To whom it may concern, Mastec North America has been contracted to design and engineer this project on behalf of Comcast Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to overlash 48ct fiber ~576’. Splice at 21 locations. Replace peds with doghouses at 4 locations. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash will not cause substantial adverse impacts to other person or entities in the immediate area and will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent and undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare because Comcast does agree to underground the cable system, but they are waiving the obligation into the future when all other utilities are underground to prevent an undue hardship against Comcast currently. Upon the granting of the Variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project please contact Dominic Minniti at 877-385-2903. Thank you for your consideration in this matter. ___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390 ____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound Ashley Kiehn Director of Operations Support MasTec North America Cell (253)797-8118 | Ashley.Kiehn@mastec.com Attachments: 1. Application for ROW permit 2. 11” x 17” Site plan 3. 11” x 17” Design plan 4. Traffic Control Plan March 11, 2026 Ashley Kiehn Mastec North America 4610 Tacoma Avenue, Sumner WA 98390 Via Email: Ashley.Kiehn@mastec.com SUBJECT: Request for Undergrounding Exemption (JB#2453765, MFP26000763, 1616 NE 30th St) Dear Ms. Kiehn: 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 Mastec North America overlash new fiber for a total of approximately 576 lineal feet to existing Puget Sound Energy (PSE) poles along NE 24th St and 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#2453765 Page 2 of 2 March 11, 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, March 25, 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP26000763 Engineering 1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 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 existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". Page 1 of 1