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HomeMy WebLinkAboutMFP25003498.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003498 IVR Number: 25003498 Permit Information Permit Name: JB0002177303 Address/Location:07/09/2025Application Date:1023059100Parcel Number: 4415 NE 5TH ST, G204 Permit Type:09/18/2025Issue Date:Franchise Permit Work Class:09/18/2026Expiration Date:Major Utility Job Number: JB0002177303Franchise Type:Cable Description: COMCAST TO TIE INTO EXISTING SPLICE CASE INSIDE EXISTING COMCAST PEDESTAL NEAR 4388 NE 5TH ST THEN BORE / PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1) 2'' CONDUIT. DIG/REPAIR, AND BORE NEW CONDUIT ON A SECTION OF NE 6TH ST, AND PLACE NEW PEDESTAL. REPLACE (8) EXISTING COMCAST PEDESTAL WITH NEW 2436 PEDESTAL AT PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. STANDARDS. Contacts Name Address PhoneTypeBilling Rena Watts Comcast 1575 75th St SW, #200 Everett, WA 98203 B: (425) 977-9120 C: (425) 977-9120 Applicant Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (425) 691-9266ApplicantX Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP SMITH KENDRA PO BOX A3878 CHICAGO, IL 60690 Owner Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Scott Warlick CED Monday Friday 8:00am 3:00pm 12/16/2025 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL • Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. • Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. • Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. • Applicant must comply with all conditions of the application. • The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. • No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. • Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. • Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. • Applicant must have the approved TCP prior to commencing the work. • Approved TCP must be at the work site during work hours. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. • At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. • When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. • Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. • Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. • Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. • Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH • Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. • Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. • Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. • Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES • Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. • Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. • If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) • Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES • All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). • Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 • Road closure notice messages must include at least the following:  ROAD WILL BE CLOSED  MONTH/DAY – MONTH/DAY  _AM - _PM • Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. • Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS • Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION • Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING • Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. • Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. • Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK • Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8) for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. • City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 • Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. • Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. • The following configurations may require night work:  Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur.  Work at traffic signals that requires shifting two directions of traffic into left turn pockets.  Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection.  Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. • If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT • TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. • Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. • TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. • TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of:  Map(s) showing the location of the project and work area.  All fonts shall be legible and a minimum 10-point font size.  All symbols of viewing or printing shall be clear and contrasting.  All streets shall be labeled, and layout must include a north arrow and scale.  Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.  Show locations where the standard traffic control plans are applied. SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: SPLICE, BORE, TRENCH, POTHOLE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4388 NE 5TH ST, RENTON. DESCRIPTION: SPLICE AT PEDESTAL. BORE AND TRENCH BETWEEN PEDESTALS. POTHOLE AT UTILITY CROSSINGS. 111SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 40'BREMERTON AVE NE 4388 NE 5 T H S T NE 5 T H S T 4501 571 450 4415 50'X*X*X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4W20-7 X*X*X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 6' 8' 4' 4' 4' 4' 4' 5' 5' FLAGGING STATION SPEED LIMIT25 18' 22' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, POTHOLE . HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4388 NE 5TH ST, RENTON. DESCRIPTION: BORE BETWEEN PEDESTALS. POTHOLE AT UTILITY CROSSINGS. 112SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 40'BREMERTON AVE NE 4388 ROAD WORK AHEAD W20-1 W4-119L NE 5 T H S T NE 5 T H S T SPEED LIMIT25 8' 32' 4501 571 X 93'X* X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 8' 8' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE, BORE, PROOF/PULL, SPLICE, UPGRADE. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 591 BREMERTON AVE NE, RENTON. DESCRIPTION: POTHOLE AT UTILITY CROSSINGS. BORE BETWEEN PEDESTALS. PROOF/PULL BETWEEN PEDESTALS, SPLICE AT PEDESTAL. PROOF/PULL FROM PEDESTAL TO VAULT. UPGRADE PEDESTAL AT PROPOSED LOCATION. 113SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D . I M E I NIRAK STA TE OF N O T GNIHSAW 5' 5' 5' 5' 5' 5' 4516 4602 4608 4614 5654603 571 565 SPEED LIMIT 25 36' BR E M E R T O N A V E N E NE 6TH ST 36' 8' 22' 8' 28' 8' 28' CH E L A N A V E N E NE 5TH CT NE 5 T H P L PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS X*X*X* X* X* X*5614605 X*X*X* X25 ' X25 ' X25 ' ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 W4-119L W4-119L X* X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 11' 8' 8' 6' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, POTHOLE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4632 NE 5TH CT, RENTON. DESCRIPTION: BORE BETWEEN VAULTS. POTHOLE AT UTILITY CROSSINGS. 114SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW L 225'X*X*X* X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R 11' 11' 12' 11' 11' 4' 4' 15' 11' 15' 11' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. W4-1B BIKES MERGE WITH TRAFFIC X* SPEED LIMIT35 DUVALL AVE NE NE 6 T H S T 4' 4' 4'4' 6' 8'6' 8' X* W4-119L 8'24' 32' 8' 6' 8' 8' 11' 11' 11' 11' 11' 4' 4' MFP25003498 L/2 115' 50 ' SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, POTHOLE, PROOF/PULL HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4402 NE 6TH CT, RENTON. DESCRIPTION: BORE TO NEW PEDESTAL. POTHOLE AT UTILITY CROSSINGS, PROOF AND PULL TO VAULT. 115SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW 11' 11' 12' 11' 11' 4' 4' SPEED LIMIT25 PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. ARROWBOARD FLAGGING STATION L 225' L 225' 4'4' 4'4' 4'4' 4'4' 6' 8'11'10' X* X* X* 50 ' ROAD WORK AHEAD W20-1 W20-7 ONE LANE ROAD AHEAD W20-4 X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X*X*X*X*X*X* ROAD WORK AHEAD W20-1W20-7 BE PREPARED TO STOP W3-4 RIGHT LANE CLOSED AHEAD W20-5R W4-2R W4-1B BIKES MERGE WITH TRAFFIC X*X*X*X*X*X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 RIGHT LANE CLOSED AHEAD W20-5R W4-2RW4-1B BIKES MERGE WITH TRAFFIC 15' 11' 15' 11' DUVALL AVE NE NE 6 T H S T 21' 32' SPEED LIMIT 35 11' 11' 12' 11' 11' 4' 4' W20-5C CENTER LANE CLOSED AHEAD W20-5C CENTER LANE CLOSED AHEAD X* X* MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: PROOF/PULL, BORE, POTHOLE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 587 ELMA AVE NE, RENTON. DESCRIPTION: PROOF AND PULL TO VAULT. BORE FROM VAULT TO PRIVATE. POTHOLE AT UTILITY CROSSINGS. 116SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW NE 6TH ST21' 50'X*X*X* 50'50'X*X*X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4W20-7 PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. SPEED LIMIT 25 11' 10' 5796' 8' 4' 4' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4501 NE 5TH ST, RENTON. DESCRIPTION: UPGRADE PEDESTAL AT PROPOSED LOCATION. 117SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA 5' 5' 4501 4507 4513 4519 501 NE 5TH ST BR E M E R T O N P L N E BR E M E R T O N A V E N E X* X* X* TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW X* X* X* X*X*X* X* X* X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4W20-7 ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 SPEED LIMIT 25 26' 8' 18' SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 4402 NE 6TH CT, RENTON. DESCRIPTION: UPGRADE PEDESTAL AT PROPOSED LOCATION. 118SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW NE 6TH CT 30' 4420 44214415 44144408 44094403 4331 4325 4402 4324 4318 22' 16' 5' 5' SPEED LIMIT 25 X*X* 8' 22' ROAD WORK AHEAD W20-1W4-119L PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 570 VASHON PL NE, RENTON. DESCRIPTION: UPGRADE DOGHOUSE AT PROPOSED LOCATION. 119SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW VASHON PL NE NE 6 T H S T 570564558 559 565 571 601 605 611 615 621 600 606 612 618 5' 5' 23' 8' X*X* ROAD WORK AHEAD W20-1 W4-119L SPEED LIMIT 25 PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 31' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 665 BREMERTON AVE NE, RENTON. DESCRIPTION: UPGRADE DOGHOUSE AND VAULT AT PROPOSED LOCATIONS. 1110SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW 5' 5' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 8' 25' 33'33' 8' 25' BREMERTON AVE NE 671665 657 651 4416 4410 X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 W4-119L X* NE 7 T H S T SPEED LIMIT 25 5' 5' MFP25003498 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002177303 JOB ADDRESS: 747 BREMERTON PL NE, RENTON. DESCRIPTION: UPGRADE PEDESTALS AT PROPOSED LOCATIONS. 1111SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK TRAFFIC CONTROL SUPERVISOR ES2 000294 8/31/2027 SPE N C E R D. I M E I NIRAK STA TE O F N O T G NIHSAW BREMERTON PL NE 5' 5' 5' 5' PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. NE 7 T H P L 759755751 747 741 737 752748 742 736 730 4518 4524 4530 4536 30' 8' 22'8'27' 31' SPEED LIMIT25 X* X* X 100'X 100' ROAD WORK AHEAD W20-1W4-119L ROAD WORK AHEAD W20-1 W4-119L MFP25003498 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO © 2025 TomTom © 2025 Zenrin ADDRESS: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NAME: JB0002177303 - PRINTS DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002177303\JB0002177303-ROW\2 - CAD\PRINTS\JB0002177303_PRINTS.DWG SITE LOCATION SHEET INDEX 1 - COVER SHEET 2 - GENERAL NOTES 3 - LEGEND 4/16 - DESIGN VIEW (1/13) 17/18 - TYPICALS (1/2) SCOPE OF WORK TIE INTO EXISTING SPLICE CASE INSIDE EXISTING COMCAST PEDESTAL NEAR 4388 NE 5TH ST THEN BORE / PROOF/PULL NEW CATV CABLE THROUGH EXISTING (1)-2'' CONDUIT. DIG/REPAIR, AND BORE NEW CONDUIT ON A SECTION OF NE 6TH ST, AND PLACE NEW PEDESTAL. REPLACE (8) EXISTING COMCAST PEDESTAL WITH NEW 2436 PEDESTAL AT PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 181 SHEET NUMBER OF Know what's below. Call before you dig. R CONTACTS N O R T H VICINITY MAP KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN.HARMON@CABLECOMLLC.NET 360.322.2805 SPENCER KARINIEMI GENERAL MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEET 6 SHEET 4 SHEET 5 SHEET 7 SHEET 8 SHEET 10 SHEET 9 SHEET 12 SHEET 11 SHEET 13 SHEET 14 SHEET 15 SHEET 16 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 Condition of Approval: The contractor is required to call in and pothole all water lines and any other city-owned utilities that were crossed in order to verify proper clearance before work can proceed. Please work with City inspector Joel McCann for this work. He can be reached at 425-757-9595 RESTORATION PER CITY OF RENTON STANDARDS MFP25003498 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 182 SHEET NUMBER OF Know what's below. Call before you dig. R GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. BOOKER ENGINEERING LLC hereby disclaims any responsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY OF RENTON. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE RENTON INSPECTOR AT ALL TIMES. 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON. MFP25003498 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 183 SHEET NUMBER OF Know what's below. Call before you dig. R LEGEND (XXX') N O R T H #F #F #F X X MFP25003498 BREMERTON AVE NE NE 5 T H S T 4415 NE 5TH ST PARCEL# 1023059100 515 BREMERTON PL NE PARCEL# 1560870360 519 BREMERTON PL NE PARCEL# 1560870350 507 BREMERTON PL NE PARCEL# 1560870370 551 BREMERTON PL NE PARCEL# 1560870340 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 184 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 SPLICE AND TIE INTO EXISTING COMCAST PEDESTAL. 2 TRENCH PLACING NEW (1)-2" CONDUIT AND 48CT FIBER CABLE. N O R T H MA T C H T O S H E E T 5 RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITION. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. 3 BORE PLACING NEW (1)-2" CONDUIT AND 48CT FIBER CABLE. 1 2 9' 68 ' A A PHOTO #1: FACING (SE) ON THE (NW) CORNER OF BREMERTON AVE NE. 1 2 3 1 3' 3' 157' 3 3 PHOTO #2: FACING (E) IN THE MIDDLE OF BREMERTON AVE NE. 2 3 3 MFP25003498 Bore pits shall be outside of the driplines of the trees. if bore pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. Bore path to be 4' below grade to avoid critical root zones BREMERTON AVE NE 4415 NE 5TH ST PARCEL# 1023059100 563 BREMERTON PL NE PARCEL# 1560870320 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 185 SHEET NUMBER OF Know what's below. Call before you dig. R CONSTRUCTION NOTES MA T C H T O S H E E T 4 N O R T H 3 BORE PLACING NEW (1)-2" CONDUIT AND 48CT FIBER CABLE. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITION. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. 575 BREMERTON PL NE PARCEL# 1560870300 PHOTO #3: FACING (SE) IN THE MIDDLE OF BREMERTON AVE NE. 238' 3' A 6' 11'3' 3 1 TIE INTO EXISTING COMCAST PEDESTAL. 1 31 3 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 Bore path to be 4' below grade to avoid critical root zones Bore pits shall be outside of the driplines of the trees. if bore pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. NE 6TH ST BR E M E R T O N A V E N E CH E L A N A V E N E 600 BREMERTON PL NE PARCEL# 6697000000 581 BREMERTON PL NE PARCEL# 1560870290 4510 NE 5TH CT PARCEL# 1560870280 4421 NE 6TH CT PARCEL# 6403500010 4602 NE 5TH CT PARCEL# 1560870260 4608 NE 5TH CT PARCEL# 1560870250 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 186 SHEET NUMBER OF Know what's below. Call before you dig. R CONSTRUCTION NOTES N O R T H 75' 71 ' 241' 75'63' 4 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. MA T C H T O S H E E T 74 4 4 4 4 4415 NE 5TH ST PARCEL# 1023059100 PHOTO #4: FACING (S) ON THE (SW) SIDE OF BREMERTON AVE NE. 4 4 4 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 NE 6TH ST DU V A L L A V E N E 4632 NE 5TH CT PARCEL# 1560870210 4626 NE 5TH CT PARCEL# 1560870220 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 187 SHEET NUMBER OF Know what's below. Call before you dig. R CONSTRUCTION NOTES MA T C H T O S H E E T 8 N O R T H MA T C H T O S H E E T 6 3 BORE PLACING NEW (1)-2" CONDUIT AND 48CT FIBER CABLE. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITION. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. 4 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. 153' 24'71' 3 1 ' 4 3 3 3 A A A 9' 5 DIG/REPAIR EXISTING CONDUIT. 5 9' PHOTO #5: FACING (S) ON THE (S) SIDE OF NE 6TH ST.PHOTO #6: FACING (N) ON THE (W) SIDE OF DUVALL AVE NE. 4 3 3 5 6 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 Bore pits shall be outside of the driplines of the trees. if bore pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. Bore path to be 4' below grade to avoid critical root zones DU V A L L A V E N E NE 6TH ST 650 DUVALL AVE NE PARCEL# 1023059080 PARCEL# 086970TRCT AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 188 SHEET NUMBER OF Know what's below. Call before you dig. R CONSTRUCTION NOTES N O R T H MA T C H T O S H E E T 7 3 BORE PLACING NEW (1)-2" CONDUIT AND 48CT FIBER CABLE. 70' 154' 58 ' RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITION. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. 4 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. 4 3 3 6 DIG/INTERCEPT EXISTING CONDUIT. PLACE NEW SPH2436 PEDESTAL. 6 A 11' A PHOTO #7: FACING (SE) ON THE (S) SIDE OF NE 6TH ST.PHOTO #8: FACING (N) ON THE (S) SIDE OF NE 6TH ST. 4 3 8 3 4 6 7 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 Bore pits shall be outside of the driplines of the trees. if bore pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. Bore path to be 4' below grade to avoid critical root zones 4501 NE 5TH ST PARCEL# 1560870010 4507 NE 5TH ST PARCEL# 1560870020 PARCEL# 1560870640 501 BREMERTON PL NE PARCEL# 1560870380 4514 NE 5TH ST PARCEL# 1560870390 CONSTRUCTION NOTES 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 189 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H NE 5TH ST BR E M E R T O N A V E N E BR E M E R T O N P L N E 7 A PHOTO #9: FACING (S) ON THE (S) SIDE OF NE 5TH ST. 9 7 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 NE 5TH CT CH E L A N A V E N E 4603 NE 5TH CT PARCEL# 1560870590PARCEL# 1560870660 565 CHELAN PL NE PARCEL# 1560870600 4602 NE 5TH CT PARCEL# 1560870260 4608 NE 5TH CT PARCEL# 1560870250 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1810 SHEET NUMBER OF Know what's below. Call before you dig. R CONSTRUCTION NOTES N O R T H 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #10: FACING (SE) ON THE (N) SIDE OF NE 5TH CT. 7 10 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 NE 6TH CT 4408 NE 6TH CT PARCEL# 64035001704402 NE 6TH CT PARCEL# 6403500160 4403 NE 6TH CT PARCEL# 6403500040 4409 NE 6TH CT PARCEL# 6403500030 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1811 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #11: FACING (NE) ON THE (N) SIDE OF NE 6TH CT. 7 11 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 VASHON PL NE NE 6 T H S T 570 VASHON PL NE PARCEL# 8946410010 600 VASHON PL NE PARCEL# 8946410210 564 VASHON PL NE PARCEL# 8946410020 565 VASHON PL NE PARCEL# 8946410190 571 VASHON PL NE PARCEL# 8946410200 601 VASHON PL NE PARCEL# 1023059439 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1812 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #12: FACING (SW) ON THE (E) SIDE OF VASHON PL NE. 12 7 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 BREMERTON AVE NE 665 BREMERTON AVE NE PARCEL# 6403500350 657 BREMERTON AVE NE PARCEL# 6403500340 PARCEL# 6403510570 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1813 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #13: FACING (E) ON THE (W) SIDE OF BREMERTON AVE NE. 7 13 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 BREMERTON AVE NE 4417 NE 7TH PL PARCEL# 6403510010 4416 NE 7TH ST PARCEL# 6403500480 PARCEL# 6403510570 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1814 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #14: FACING (NW) ON THE (W) SIDE OF BREMERTON AVE NE. 14 7 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 NE 7TH PL BR E M E R T O N P L N E 4524 NE 7TH PL PARCEL# 6403510180 4530 NE 7TH PL PARCEL# 6403510190 759 BREMERTON PL NE PARCEL# 6403510550 752 BREMERTON PL NE PARCEL# 6403510330 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1815 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #15: FACING (N) ON THE (N) SIDE OF NE 7TH PL. 7 15 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 BREMERTON PL NE 747 BREMERTON PL NE PARCEL# 6403510520 741 BREMERTON PL NE PARCEL# 6403510510 742 BREMERTON PL NE PARCEL# 6403510350 736 BREMERTON PL NE PARCEL# 6403510360 CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1816 SHEET NUMBER OF Know what's below. Call before you dig. R 7 UPGRADE EXISTING COMCAST PEDESTAL TO NEW 2436 PEDESTAL AT PROPOSED LOCATION. 7 A N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS PHOTO #16: FACING (E) ON THE (W) SIDE OF BREMERTON PL NE. 16 7 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MFP25003498 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1817 SHEET NUMBER OF Know what's below. Call before you dig. R MFP25003498 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 4388 NE 5TH ST, RENTON WA, 98059 PROJECT NUMBER: JB0002177303 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK JPS 6/30/25 SDK GOR 10/15/25 ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.SDK QHS 03/02/26 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 1818 SHEET NUMBER OF Know what's below. Call before you dig. R MFP25003498 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP25003498 Engineering 1 Engineering General Conditions The contractor is required to call in and pothole all water lines and any other city-owned utilities that were crossed in order to verify proper clearance before work can proceed. Page 1 of 1