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HomeMy WebLinkAboutMFP25003989.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003989 IVR Number: 25003989 Permit Information Permit Name: JB0002177310 Address/Location:08/07/2025Application Date:9475700360Parcel Number: 5013 NE 4TH PL Permit Type:10/17/2025Issue Date:Franchise Permit Work Class:10/17/2026Expiration Date:Major Utility Job Number: JB0002177310Franchise Type:Cable Description: Comcast AERIAL SPLICE AT PROPOSED LOCATION NEAR 5013 NE 4TH PL. OVERLASH NEW 48CT FOC ONTO EXISTING STRAND FROM POLE NEAR 5013 NE 4TH PL TO POLE NEAR 380 GRAHAM AVE NE. PLACE 200' OF 48CT SLACK AT RISER NEAR 380 GRAHAM AVE NE. RISER DOWN UTILITY POLE NEAR 380 GRAHAM AVE NE. PROOF/PULL NEW 48CT FOC THROUGH EXISTING CONDUIT FROM POLE NEAR 380 GRAHAM AVE NE TO PEDESAL NEAR 5102 NE 3RD ST. SPLICE AT EXISTING PEDESTAL, TRANSITION FROM 48CT TO 12CT FOC NEAR 5030 NE 3RD ST. PROOF/PULL NEW 12CT FOC THROUGH EXISTING CONDUIT NEAR 5030 NE 3RD ST, UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL NEAR 5102 NE 3RD ST, 301 FIELD PL NE, 4518 NE 2ND CT ,13801 139TH AVE SE, AND 14020 SE 139TH ST. UPGRADE EXISTING VAULT TO SPH2436 PEDESTAL NEAR 4705 NE 1ST CT, AND 4703 NE 1ST PL. ACCESS EXISTING PEDESTAL FOR MAINTENANCE NEAR 13915 SE 136TH PL. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (360) 670-4291ApplicantX Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact EVANS TIMOTHY W+SANDRA D 5013 NE 4TH PL RENTON , WA 98059 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 Page 1 of 2THIS 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 MFP25003989 Monday Friday Scott Warlick CED 10/16/2025 3:00pm9:00am 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. SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:PROOF/PULL, SPLICE,OVERLASH.HOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 372 GRAHAM AVE NE,RENTON.DESCRIPTION: RISER DOWN AT UTILITYPOLE. PROOF/PULL BETWEENPEDESTALS. AERIAL SPLICE ATPROPOSED LOCATION. OVERLASHBETWEEN UTILITY POLES.101SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONARROWBOARDFLAGGING STATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW FLAGGERS TO STOP ALLTRAFFIC BEFORE RAISINGCABLE OVER ROADL245'ROADWORKAHEADW20-1RIGHTLANECLOSEDAHEADW20-5RW4-2RW20-7BEPREPAREDTO STOPW3-4X*X*X*X*X*SPEEDLIMIT3517'10'5'12'10'12'12'11'10'NE 4TH STFIELD PL NE48154815480148204710371363PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.ROADWORKAHEADW20-1385SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSX*X*X*W20-7BEPREPAREDTO STOPW3-45'12'10'12'12'11'4'MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:PROOF/PULL, SPLICE,OVERLASH.HOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 372 GRAHAM AVE NE,RENTON.DESCRIPTION: RISER DOWN AT UTILITYPOLE. PROOF/PULL BETWEENPEDESTALS. AERIAL SPLICE ATPROPOSED LOCATION. OVERLASHBETWEEN UTILITY POLES.102SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONWORK AREAUTILITY POLEBUS STOPSPLICE LOCATIONUNIFORMED POLICE OFFICERTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAWUPO AND FLAGGERS TOSTOP ALL TRAFFICBEFORE RAISING CABLEOVER ROADSPEEDLIMIT3517'21'NE 4TH STGRAHAM AVE NEHOQUIAM AVE NE3725114PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.ROADWORKAHEADW20-15'5'5'5'SIGNALIZED INTERSECTIONX*X*X*W20-7ROADWORKAHEADW20-1X*X*X*W20-7X*X*X*W20-7ROADWORKAHEADW20-1X*X*X*W20-7ROADWORKAHEADW20-1401CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONBEPREPAREDTO STOPW3-4BEPREPAREDTO STOPW3-4BEPREPAREDTO STOPW3-4BEPREPAREDTO STOPW3-45'12'10'12'12'11'4'MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:PROOF/PULL, SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 315 HOQUIAM AVE NE,RENTONDESCRIPTION: SPLICE AT DOGHOUSE.PROOF/PULL BETWEEN DOGHOUSES.103SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKSPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW W4-119LX*X*ROADWORKAHEADW20-1ROADWORKAHEADW20-125'8'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT2533'HOQUIAM AVE NENE 3RD PLNE 3RD ST5019502751015104510237650305015511451005106SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS5'5'5'5'5'5'X*MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADE,SPLICE.HOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 376 HOQUIAM AVE NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TODOGHOUSE AT PROPOSED LOCATION.SPLICE AT DOGHOUSE.104SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKSPLICE LOCATIONTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPE N CERD.IMEINIRAKSTA T EOFNOTGNIHSAWW4-119LX*X*ROADWORKAHEADW20-1ROADWORKAHEADW20-1SPEEDLIMIT2550195027510451023765030501551145100NE 3RD PLNE 3RD STHOQUIAM AVE NE33'8'25'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.5'5'X45'MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB002177310JOB ADDRESS: 13910 SE 139TH ST,RENTON.DESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.105SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 8'25'33'22'SE 139TH ST139TH AVE SE13913139091390513901138251381913906SPEEDLIMIT255'5'1381314020ROADWORKAHEADW20-1X*MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 13721 139TH AVE SE,RENTON.DESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.106SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW GRAVELROADWORKAHEADW20-1W21-5SHOULDERWORKSPEEDLIMIT25X*18'22'1381313807138011381413808138021372013714137211371513710141ST CT SE5'5'X*139TH AVE SEMFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 13915 SE 136TH PL,RENTON.DESCRIPTION: ACCESS EXISTINGPEDESTAL FOR MAINTENANCE.107SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 139TH AVE SESPEEDLIMIT258'22'13613SE 136TH PL W4-119L141 S T C T S E 5'5'X100'ROADWORKAHEADW20-1X*ROADWORKAHEADW20-113606136211362713905139151392113920139141370213703137091370613710MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB0002177310JOB ADDRESS: 115 DUVALL AVE NE,RENTON.DESCRIPTION: UPGRADE VAULT TOPEDESTAL AT PROPOSED LOCATIONS.108SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREATRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW ROADWORKAHEADW20-1SPEEDLIMIT358'11'11'13'15'X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1W1-4LL/2115'X*X*X*X*ROADWORKAHEADW20-1W1-4LL/2115'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.DUVALL AVE NENE 1ST ST NE 1ST PL NE 1ST CT 131462746214615109470147074703470947154714470847024717471147054712470647001151294657465846525'5'5'5'R3-2R3-2R4-7AKEEPRIGHTR4-7AKEEPRIGHTR4-7AKEEPRIGHTR4-7AKEEPRIGHTR4-7AKEEPRIGHT8'11'14'5'8'11'15'8'11'14'17'16'MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB002177310JOB ADDRESS: 4518 NE 2ND CT, RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.109SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAX*ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-1SPEEDLIMIT258'33'NE 2ND CTCHELAN CT NE CHELAN AVE NE 45004506452445184524263257258264460046064612268262263257256PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.X*TRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 5'5'X*MFP25003989 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KEVIN HARMONCABLECOM360.322.2805KEVIN.HARMON@CABLECOMLLC.NETJOB NUMBER: JB002177310JOB ADDRESS: 301 FIELD PL NE, RENTONDESCRIPTION: UPGRADE PEDESTAL ATPROPOSED LOCATION.1010SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKTRAFFIC CONTROL SUPERVISORES2 0002948/31/2027SPENCERD.IMEINIRAKSTATEOFNOTGNIHSAW 8'24'32'32'FIEL D P L N E GRAHAM AVE NENE 3RD STROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-1ROADWORKAHEADW20-1X*X*X*SPEEDLIMIT25301257267274PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.5'5'2682622562552615000MFP25003989 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom ADDRESS: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NAME: JB0002177310 - PRINTSDRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002177310\JB0002177310_ROW\1 - CAD\PRINTS\JB0002177310_PRINTS.DWGSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/12 - DESIGN VIEW 1/1213/14 - TYPICALS 1/2SCOPE OF WORKAERIAL SPLICE AT PROPOSED LOCATION NEAR 5013NE 4TH PL. OVERLASH NEW 48CT FOC ONTO EXISTINGSTRAND FROM POLE NEAR 5013 NE 4TH PL TO POLENEAR 380 GRAHAM AVE NE. PLACE 200' OF 48CTSLACK AT RISER NEAR 380 GRAHAM AVE NE. RISERDOWN UTILITY POLE NEAR 380 GRAHAM AVE NE.PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT FROM POLE NEAR 380 GRAHAM AVE NE TOPEDESAL NEAR 5102 NE 3RD ST. SPLICE AT EXISTINGPEDESTAL, TRANSITION FROM 48CT TO 12CT FOCNEAR 5030 NE 3RD ST. PROOF/PULL NEW 12CT FOCTHROUGH EXISTING CONDUIT NEAR 5030 NE 3RD ST,UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTALNEAR 5102 NE 3RD ST, 301 FIELD PL NE, 4518 NE 2NDCT ,13801 139TH AVE SE, AND 14020 SE 139TH ST.UPGRADE EXISTING VAULT TO SPH2436 PEDESTALNEAR 4705 NE 1ST CT, AND 4703 NE 1ST PL. ACCESSEXISTING PEDESTAL FOR MAINTENANCE NEAR 13915SE 136TH PL. ALL CONSTRUCTION AND RESTORATIONTO MEET OR EXCEED CITY OF RENTON STANDARDS.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852141SHEET NUMBEROFKnow what's below.Call before you dig.RVICINITY MAPCONTACTSN O R T HKEVIN HARMONCONSTRUCTION MANAGERCABLECOMKEVIN.HARMON@CABLECOMLLC.NET360.322.2805SPENCER KARINIEMIGENERAL MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10SHEET 11This 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/HRMFP25003989 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852142SHEET NUMBEROFKnow what's below.Call before you dig.RGENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.MFP25003989 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852143SHEET NUMBEROFKnow what's below.Call before you dig.RLEGEND(XXX')N O R T H#F#F#FXXMFP25003989 NE 4TH STHOQUIAM AVE NE GRAHAM AVE NE 5035 NE 4TH PLPARCEL# 94757003905041 NE 4TH PLPARCEL# 94757004005031 NE 4TH PLPARCEL# 94757003805027 NE 4TH PLPARCEL# 94757003705013 NE 4TH PLPARCEL# 9475700360401 GRAHAM AVE NEPARCEL# 9475700350407 GRAHAM AVE NEPARCEL# 9475700340PARCEL# 947570TR-C405 HOQUIAM PL NEPARCEL# 9475710030411 HOQUIAM PL NEPARCEL# 9475710020PARCEL# 947571TR-J5112 NE 3RD PLPARCEL# 37029502605114 NE 3RD CIRPARCEL# 37029502705008 NE 3RD CIRPARCEL# 37029502805002 NE 3RD CIRPARCEL# 3702950290380 GRAHAM AVE NEPARCEL# 1523059061PARCEL# 152305T999385 GRAHAM AVE NEPARCEL# 0100300410379 GRAHAM AVE NEPARCEL# 0100300420AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852144SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTES2OVERLASH NEW 48CT FOC ONTO EXISTING STRAND.N O R T H1AERIAL SPLICE AT PROPOSED LOCATION.213PLACE 200' OF 48CT SLACK AT RISER.34RISER DOWN UTILITY POLE.455PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT.MATCH TO SHEET572'62'94'10'37'122113'49'126'82'97'MFP25003989 HOQUIAM AVE NENE 3RD PL NE 3RD ST 5100 NE 3RD PLPARCEL# 3702950100PARCEL# 3702950360316 HOQUIAM AVE NEPARCEL# 15230592515102 NE 3RD STPARCEL# 15230592505104 NE 3RD STPARCEL# 15230590995101 NE 3RD STPARCEL# 15230591545027 NE 3RD STPARCEL# 01003003205019 NE 3RD STPARCEL# 01003003105030 NE 3RD STPARCEL# 01003003405024 NE 3RD STPARCEL# 01003003505018 NE 3RD STPARCEL# 0100300360315 HOQUIAM AVE NEPARCEL# 01003003305015 NE 3RD PLPARCEL# 37029503305009 NE 3RD PLPARCEL# 37029503405003 NE 3RD PLPARCEL# 37029503505016 NE 3RD PLPARCEL# 37029503205010 NE 3RD PLPARCEL# 37029503105004 NE 3RD PLPARCEL# 3702950300AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852145SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T HMATCH TO SHEET 43 585PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT.6SPLICE AT EXISTING PEDESTAL, TRANSITION FROM 48CTTO 12CT FOC.67PROOF/PULL NEW 12CT FOC THROUGH EXISTINGCONDUIT.8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.7384'149'59'55'RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 NE 3RD STGRAHAM A V E N EFIELD PL NE273 GRAHAM AVE NEPARCEL# 0100300090301 FIELD PL NEPARCEL# 0100300080PARCEL# 0100300650274 GRAHAM AVE NEPARCEL# 0100300270PARCEL# 01003006305000 NE 3RD ST PARCEL# 0100300390 311 GRAHAM AVE NEPARCEL# 0100300510AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852146SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.448RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 NE 2ND CTCHELAN AVE NE 4506 NE 2ND CTPARCEL# 42196200404512 NE 2ND CTPARCEL# 42196200304518 NE 2ND CTPARCEL# 42196200204524 NE 2ND CTPARCEL# 4219620010NE 2ND CTPARCEL# 4219600240264 CHELAN AVE NEPARCEL# 4219620120263 CHELAN AVE NEPARCEL# 4219620110AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852147SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.558RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 DUVALL AVE NENE 1ST PL NE 1ST ST 109 DUVALL AVE NEPARCEL# 1523059103115 DUVALL AVE NEPARCEL# 1523059104129 DUVALL AVE NEPARCEL# 15230590954657 NE 1ST CTPARCEL# 42196005104705 NE 1ST CTPARCEL# 42196101604711 NE 1ST CTPARCEL# 42196101704702 NE 1ST PLPARCEL# 42196102504708 NE 1ST PLPARCEL# 4219610240PARCEL# 42196106804703 NE 1ST PLPARCEL# 42196102604709 NE 1ST PLPARCEL# 4219610270 PARCEL# 4219610690AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852148SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H9UPGRADE EXISTING VAULT TO SPH2436 PEDESTAL.699776RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 139TH AVE SESE 136TH PL13921 SE 136TH PLPARCEL# 327615029013920 SE 136TH PLPARCEL# 327615030013606 139TH AVE SEPARCEL# 327615032013915 SE 136TH PLPARCEL# 327615028013905 SE 136TH PLPARCEL# 3276150275AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521410SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H10ACCESS EXISTING PEDESTAL FOR MAINTENANCE.8108MFP25003989 139TH AVE SE13720 139TH AVE SEPARCEL# 327615022013802 139TH AVE SEPARCEL# 327615021013801 139TH AVE SEPARCEL# 327615009013721 139TH AVE SEPARCEL# 3276150080AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521411SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H98UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.89RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 139TH AVE SE14020 SE 139TH STPARCEL# 152305918313906 SE 139TH STPARCEL# 327615018013913 SE 139TH STPARCEL# 327615017013909 SE 139TH STPARCEL# 327615016013905 SE 139TH STPARCEL# 3276150150AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521412SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H108UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.810RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521413SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25003989 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521414SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25003989 CableCom LLC 1429 Avenue D, #339 Snohomish, WA 98290 8/7/2025 5013 NE 4TH PL, RENTON, WA 98059 RE: Aerial Variance Request for (JB0002177310) To whom it may concern: CableCom LLC has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request to upgrade its existing facilities. Comcast proposed to –AERIAL SPLICE AT PROPOSED LOCATION NEAR 5013 NE 4TH PL. OVERLASH NEW 8CT FOC ONTO EXISTING STRAND FROM POLE NEAR 5013 NE 4TH PL TO POLE NEAR 380 GRAHAM AVE E. PLACE 200' OF 48CT SLACK AT RISER NEAR 380 GRAHAM AVE NE. RISER DOWN UTILITY POLE NEAR 80 GRAHAM AVE NE. PROOF/PULL NEW 48CT FOC THROUGH EXISTING CONDUIT FROM POLE NEAR 80 GRAHAM AVE NE TO PEDESAL NEAR 5102 NE 3RD ST. SPLICE AT EXISTING PEDESTAL, TRANSITION FROM 48CT TO 12CT FOC NEAR 5030 NE 3RD ST. PROOF/PULL NEW 12CT FOC THROUGH EXISTING CONDUIT NEAR 5030 NE 3RD ST, UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL NEAR 5102 NE 3RD ST, 301 FIELD PL NE, 4518 NE 2ND CT ,13801 139TH AVE SE, AND 14020 SE 139TH ST. UPGRADE EXISTING VAULT TO SPH2436 PEDESTAL NEAR 4705 NE 1ST CT, AND 4703 NE 1ST PL. ACCESS EXISTING PEDESTAL FOR MAINTENANCE NEAR 13915 SE 136TH PL. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS 1 Installation of undergrounding facilities will increase the total cost of construction by roughly 7-10 times the amount of an aerial over-lash on the existing Comcast strand. 1.Risk of potential damage to underground facilities will be increased. 2.3 Over lash will not cause a substantial adverse impact on other persons or entities in the immediate area. Over lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 3.The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 4.The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to ensure the safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Jessamin Santos at (206) 401- 2188. Thank you for your consideration in this matter. Leah Ihlenfeldt Permit Supervisor CableCom LLC (425) 691-9266 snohomish.permitting@cablecomllc.net October 16, 2025 Leah Ihlenfeldt CableCom LLC 19910 North Creek Pkwy, Suite 100 Bothell, WA 98011 Via Email: snohomish.permitting@cablecomllc.net SUBJECT: Request for Undergrounding Exemption (JB#2177310, MFP25003989, 5013 NE 4th PL) Dear Mrs. Ihlenfeldt: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cablecom LLC overlash new fiber for a total of approximately 714 lineal feet to existing Puget Sound Energy (PSE) poles along NE 4th St and Hoquiam 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#2177310 Page 2 of 2 October 16, 2025 Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, October 30, 2025. Appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday.  The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. The appeal submitted in person may be paid on the first floor in our Finance Department. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.   Sincerely, Brianne Bannwarth, PE Development Engineering Director cc: Justin Johnson, Construction Engineering Manager Nathan Janders, Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom ADDRESS: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NAME: JB0002177310 - PRINTSDRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002177310\JB0002177310_ROW\1 - CAD\PRINTS\JB0002177310_PRINTS.DWGSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/12 - DESIGN VIEW 1/1213/14 - TYPICALS 1/2SCOPE OF WORKAERIAL SPLICE AT PROPOSED LOCATION NEAR 5013NE 4TH PL. OVERLASH NEW 48CT FOC ONTO EXISTINGSTRAND FROM POLE NEAR 5013 NE 4TH PL TO POLENEAR 380 GRAHAM AVE NE. PLACE 200' OF 48CTSLACK AT RISER NEAR 380 GRAHAM AVE NE. RISERDOWN UTILITY POLE NEAR 380 GRAHAM AVE NE.PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT FROM POLE NEAR 380 GRAHAM AVE NE TOPEDESAL NEAR 5102 NE 3RD ST. SPLICE AT EXISTINGPEDESTAL, TRANSITION FROM 48CT TO 12CT FOCNEAR 5030 NE 3RD ST. PROOF/PULL NEW 12CT FOCTHROUGH EXISTING CONDUIT NEAR 5030 NE 3RD ST,UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTALNEAR 5102 NE 3RD ST, 301 FIELD PL NE, 4518 NE 2NDCT ,13801 139TH AVE SE, AND 14020 SE 139TH ST.UPGRADE EXISTING VAULT TO SPH2436 PEDESTALNEAR 4705 NE 1ST CT, AND 4703 NE 1ST PL. ACCESSEXISTING PEDESTAL FOR MAINTENANCE NEAR 13915SE 136TH PL. ALL CONSTRUCTION AND RESTORATIONTO MEET OR EXCEED CITY OF RENTON STANDARDS.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852141SHEET NUMBEROFKnow what's below.Call before you dig.RVICINITY MAPCONTACTSN O R T HKEVIN HARMONCONSTRUCTION MANAGERCABLECOMKEVIN.HARMON@CABLECOMLLC.NET360.322.2805SPENCER KARINIEMIGENERAL MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10SHEET 11This 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/HRMFP25003989 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852142SHEET NUMBEROFKnow what's below.Call before you dig.RGENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.MFP25003989 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852143SHEET NUMBEROFKnow what's below.Call before you dig.RLEGEND(XXX')N O R T H#F#F#FXXMFP25003989 NE 4TH STHOQUIAM AVE NE GRAHAM AVE NE 5035 NE 4TH PLPARCEL# 94757003905041 NE 4TH PLPARCEL# 94757004005031 NE 4TH PLPARCEL# 94757003805027 NE 4TH PLPARCEL# 94757003705013 NE 4TH PLPARCEL# 9475700360401 GRAHAM AVE NEPARCEL# 9475700350407 GRAHAM AVE NEPARCEL# 9475700340PARCEL# 947570TR-C405 HOQUIAM PL NEPARCEL# 9475710030411 HOQUIAM PL NEPARCEL# 9475710020PARCEL# 947571TR-J5112 NE 3RD PLPARCEL# 37029502605114 NE 3RD CIRPARCEL# 37029502705008 NE 3RD CIRPARCEL# 37029502805002 NE 3RD CIRPARCEL# 3702950290380 GRAHAM AVE NEPARCEL# 1523059061PARCEL# 152305T999385 GRAHAM AVE NEPARCEL# 0100300410379 GRAHAM AVE NEPARCEL# 0100300420AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852144SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTES2OVERLASH NEW 48CT FOC ONTO EXISTING STRAND.N O R T H1AERIAL SPLICE AT PROPOSED LOCATION.213PLACE 200' OF 48CT SLACK AT RISER.34RISER DOWN UTILITY POLE.455PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT.MATCH TO SHEET572'62'94'10'37'122113'49'126'82'97'MFP25003989 HOQUIAM AVE NENE 3RD PL NE 3RD ST 5100 NE 3RD PLPARCEL# 3702950100PARCEL# 3702950360316 HOQUIAM AVE NEPARCEL# 15230592515102 NE 3RD STPARCEL# 15230592505104 NE 3RD STPARCEL# 15230590995101 NE 3RD STPARCEL# 15230591545027 NE 3RD STPARCEL# 01003003205019 NE 3RD STPARCEL# 01003003105030 NE 3RD STPARCEL# 01003003405024 NE 3RD STPARCEL# 01003003505018 NE 3RD STPARCEL# 0100300360315 HOQUIAM AVE NEPARCEL# 01003003305015 NE 3RD PLPARCEL# 37029503305009 NE 3RD PLPARCEL# 37029503405003 NE 3RD PLPARCEL# 37029503505016 NE 3RD PLPARCEL# 37029503205010 NE 3RD PLPARCEL# 37029503105004 NE 3RD PLPARCEL# 3702950300AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852145SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T HMATCH TO SHEET 43 585PROOF/PULL NEW 48CT FOC THROUGH EXISTINGCONDUIT.6SPLICE AT EXISTING PEDESTAL, TRANSITION FROM 48CTTO 12CT FOC.67PROOF/PULL NEW 12CT FOC THROUGH EXISTINGCONDUIT.8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.7384'149'59'55'RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 NE 3RD STGRAHAM A V E N EFIELD PL NE273 GRAHAM AVE NEPARCEL# 0100300090301 FIELD PL NEPARCEL# 0100300080PARCEL# 0100300650274 GRAHAM AVE NEPARCEL# 0100300270PARCEL# 01003006305000 NE 3RD ST PARCEL# 0100300390 311 GRAHAM AVE NEPARCEL# 0100300510AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852146SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.448RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 NE 2ND CTCHELAN AVE NE 4506 NE 2ND CTPARCEL# 42196200404512 NE 2ND CTPARCEL# 42196200304518 NE 2ND CTPARCEL# 42196200204524 NE 2ND CTPARCEL# 4219620010NE 2ND CTPARCEL# 4219600240264 CHELAN AVE NEPARCEL# 4219620120263 CHELAN AVE NEPARCEL# 4219620110AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852147SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H8UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.558RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 DUVALL AVE NENE 1ST PL NE 1ST ST 109 DUVALL AVE NEPARCEL# 1523059103115 DUVALL AVE NEPARCEL# 1523059104129 DUVALL AVE NEPARCEL# 15230590954657 NE 1ST CTPARCEL# 42196005104705 NE 1ST CTPARCEL# 42196101604711 NE 1ST CTPARCEL# 42196101704702 NE 1ST PLPARCEL# 42196102504708 NE 1ST PLPARCEL# 4219610240PARCEL# 42196106804703 NE 1ST PLPARCEL# 42196102604709 NE 1ST PLPARCEL# 4219610270 PARCEL# 4219610690AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852148SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H9UPGRADE EXISTING VAULT TO SPH2436 PEDESTAL.699776RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 139TH AVE SESE 136TH PL13921 SE 136TH PLPARCEL# 327615029013920 SE 136TH PLPARCEL# 327615030013606 139TH AVE SEPARCEL# 327615032013915 SE 136TH PLPARCEL# 327615028013905 SE 136TH PLPARCEL# 3276150275AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521410SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H10ACCESS EXISTING PEDESTAL FOR MAINTENANCE.8108MFP25003989 139TH AVE SE13720 139TH AVE SEPARCEL# 327615022013802 139TH AVE SEPARCEL# 327615021013801 139TH AVE SEPARCEL# 327615009013721 139TH AVE SEPARCEL# 3276150080AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521411SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H98UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.89RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 139TH AVE SE14020 SE 139TH STPARCEL# 152305918313906 SE 139TH STPARCEL# 327615018013913 SE 139TH STPARCEL# 327615017013909 SE 139TH STPARCEL# 327615016013905 SE 139TH STPARCEL# 3276150150AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521412SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION.CONSTRUCTION NOTESN O R T H108UPGRADE EXISTING PEDESTAL TO SPH2436 PEDESTAL.810RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITION.AMFP25003989 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521413SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25003989 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5013 NE 4TH PL, RENTON, WA 98059PROJECT NUMBER: JB0002177310PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKQHS07/28/25------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521414SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25003989 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP25003989 Engineering 1 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". 2 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. 3 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 4 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. Page 1 of 1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003989 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES