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HomeMy WebLinkAboutMFP26000738.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000738 IVR Number: 26000738 Permit Information Permit Name: CABLECOM/COMCAST JB0002383331 Address/Location:02/11/2026Application Date:1543000100Parcel Number: 3450 WELLS AVE S Permit Type:04/03/2026Issue Date:Franchise Permit Work Class:04/03/2027Expiration Date:Major Utility Job Number: JB0002383331Franchise Type:Cable Description: UPGRADE EXISTING COMCAST PEDESTAL TO NEW CPH920 PEDESTAL AT 2 LOCATIONS. PLACE NEW COMCAST AERIAL SPLICE CASE AT 1 LOCATION. ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE AT 10 LOCATIONS. UPGRADE EXISTING COMCAST PEDESTAL TO NEW SV2436 NODE PEDESTAL AT LOCATION. PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT APPROX. 526'. UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436 PEDESTAL AT 1 LOCATION. SPLICE AND TIE INTO EXISTING COMCAST PEDESTAL AT 1 LOCATION. ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE AT 4 LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (425) 691-9266ApplicantX Cody Shackett Comcast Cable Communications Applicant Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact 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 SQUICCIARINI PETER JOSEPH &3450 WELLS AVE S RENTON , WA 98055 Owner Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ 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 MFP26000738 Monday Friday 8:00am 3:00pm Scott Warlick CED 4/3/2026 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 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: JB0002383331 JOB ADDRESS: 3450 WELLS AVE S, RENTON. DESCRIPTION: UPGRADE PEDESTAL AT PROPOSED LOCATION. 151SHEET NUMBER OF 934 3450 3456 1013 1019 3474 3468 3462 32' 32' 5' 5' X* X * ROAD WORK AHEAD W20-1 W4-119L 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. X* ROAD WORK AHEAD W20-1 S 3 4 T H P L WELLS AVE S LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK SPEED LIMIT 25 8' 24' MFP26000738 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 HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 400 S 26TH ST, RENTON. DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCATION. 152SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION UTILITY POLE BUS STOP SPLICE LOCATION 50'X*X*X*50' 50'X*X*X* X* X* X* 400 408 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 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 11' 11' 11' 11' 7' 7' 7' 7' NOTIFY KING COUNTY METRO IN ADVANCE OF CONSTRUCTION FOR IMPACTED BUS STOP TALBOT RD S S 2 6 T H S T SPEED LIMIT 30 SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS MFP26000738 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 1013 S 35TH ST, RENTON. DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE. 153SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 1001 1007 1013 1019 3474 3468 3462 32' 32' 8' 24' S 35TH ST X*X* ROAD WORK AHEAD W20-1 W4-119L 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. SPEED LIMIT 25 MFP26000738 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE 154SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3510 MILL AVE S, RENTON. DESCRIPTION: ACCESS PEDESTALS FOR MAINTENANCE. 3601 3510 3507 3603 32' 32' 5' 5' 8' 24'ROAD WORK AHEAD W20-1W4-119L S 36TH ST LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 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. X*X*5' 5' 1223 1229 MFP26000738 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, MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3515 WELLS PL S, RENTON. DESCRIPTION: UPGRADE PEDESTAL AT PROPOSED LOCATION. ACCESS PEDESTAL FOR MAINTENANCE. 155SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 3515 1118 1124 3601 1135 1129 1123 1123 11171111110510151009 32' 32' 5' 5' 5' 5' 8' 24' 8' 24' ROAD WORK AHEAD W20-1 X* X* W4-119L S 36TH ST 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. MFP26000738 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, TRIM TREES, SPLICE 156SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3518 WELLS AVE S, RENTON. DESCRIPTION: PROOF/PULL BETWEEN PEDESTALS. TRIM TREES AT PROPOSED LOCATION. SPLICE AT VAULT. 3506 3507 3513 3519 3525 3512 3518 1009 1003 3502 3608 360332' 32' X*X* ROAD WORK AHEAD W20-1W4-119L 5' 5' 5' 5' LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK X* ROAD WORK AHEAD W20-1 S 3 6 T H S T WELLS AVE S 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 8' 8' 24' 24' 3501 3500 5' 5' CONTRACTOR TO NOTIFY PROPERTY OWNER OF TEMPORARY DRIVEWAY CLOSURE PRIOR TO CONSTRUCTION MFP26000738 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, UPGRADE 157SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 1003 S 36TH PL, RENTON. DESCRIPTION: PROOF/PULL BETWEEN PEDESTALS. UPGRADE PEDESTAL AT PROPOSED LOCATION. 918912904 818 812 913907901 813 1014 101510099191003 1008 X*X* ROAD WORK AHEAD W20-1 W4-119L 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. SPEED LIMIT 25 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK X* ROAD WORK AHEAD W20-1 32' 32' 8' 24' 8' 24' S 36TH PL WE L L S A V E S MFP26000738 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE 158SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 1027 S 36TH PL, RENTON. DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE 1008 1014 1020 1026 1032 1102 1108 1107 1101 1027 102110151009 5' 5' 8' 24' X*X* ROAD WORK AHEAD W20-1 W4-119L LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 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. 32' 32' S 36TH PL MFP26000738 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 159SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 807 S 36TH PL, RENTON. DESCRIPTION: UPGRADE PEDESTAL AT PROPOSED LOCATION. X * X * ROAD WORK AHEAD W20-1 W4-119L 32' 32' LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 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. S 36TH PL 8' 24' SPEED LIMIT 25 918912904 818 812 806 913907901 813 807 5' 5' MFP26000738 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE 1510SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 725 S 38TH CT, RENTON. DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE. 702 707 713 719 725 731 803 809 813 708 714 720 726 804 810 816 5' 5' X*X* ROAD WORK AHEAD W20-1 W4-119L 32'32' 8' 24' S 38TH CT LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 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. MFP26000738 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 NOTES: 1. ALL SIGNS ARE 36"-48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: MAINTENANCE 1511SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 609 S 38TH CT, RENTON. DESCRIPTION: ACCESS POWER SUPPLY FOR MAINTENANCE. 713707701615 609 601 521 515 600 N/A 702 708 X* X* X* X*X*X* 50 ' X* X* X* 50' 5' 5' 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 ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 29' 32' 14' 15' S 38TH CT SM I T H E R S A V E S LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA SPEED LIMIT 25 SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS MFP26000738 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 1512SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION UTILITY POLE SPLICE LOCATION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 516 S 38TH CT, RENTON. DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCATION. 500 501 516 516 507 515 521 3722 50'50' X * X * X * X * X * X * X* X* X* X * X * X * X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 ROAD WORK AHEAD W20-1 W20-7 ROAD 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 W20-7 ROAD WORK AHEAD W20-1 SPEED LIMIT 25 SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS M O R R I S A V E S T A L B O T R D S S 38TH CT ONE LANE ROAD AHEAD W20-4 36' 29' 13' 13' ONE LANE ROAD AHEAD W20-4 MFP26000738 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 1513SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE SPLICE LOCATION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3623 TALBOT RD S, RENTON. DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCATION. 3623 3710 3704 3620 10' 11' 11' 11' 11' 10'10' 5' X*X* ROAD WORK AHEAD W20-1W21-5 SHOULDER WORK TALBOT RD S S 3 7 T H S T S 3 7 T H S T 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. X * ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 SPEED LIMIT 35 MFP26000738 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 1514SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION UTILITY POLE SPLICE LOCATION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3709 MORRIS AVE S, RENTON. DESCRIPTION: AERIAL SPLICE AT PROPOSED LOCATION. 3722 3716 3710 3704 3618 516 3715 3709 50'50' 50'X*X*X* ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 X * X*X*X* X * X * ROAD WORK AHEAD W20-1ONE LANE ROAD AHEAD W20-4 W20-7 ROAD WORK AHEAD W20-1 W20-7 8' 12' 20' 25' SPEED LIMIT 25 SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS S 3 7 T H S T MORRIS AVE S BE PREPARED TO STOP W3-4 MFP26000738 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 1515SHEET NUMBER OF HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002383331 JOB ADDRESS: 3718 SMITHERS AVE S, RENTON. DESCRIPTION: SPLICE AT DOGHOUSE. 3751 3725 3719 3713 3707 370637123718 703 X 103'X* 5' 5' X * ROAD WORK AHEAD W20-1 W4-119L ROAD WORK AHEAD W20-1 32'32' 8' 24' SMITHERS AVE S S 3 7 T H P L 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. LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK MFP26000738 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TomTom ADDRESS: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NAME: JB0002383331 - PRINTS DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002383331\JB0002383331_ROW\1 - CAD\PRINTS\JB0002383331_PRINTS.DWG SITE LOCATION AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 211 SHEET NUMBER OF Know what's below. Call before you dig. R VICINITY MAP CONTACTS N O R T H KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN.HARMON@CABLECOMLLC.NET 360.322.2805 SPENCER KARINIEMI GENERAL MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEET INDEX 1 - COVER SHEET 2 - GENERAL NOTES 3 - LEGEND 4/18 - DESIGN VIEW 1/15 19/21 - TYPICALS 1/3 SCOPE OF WORK UPGRADE EXISTING COMCAST PEDESTAL TO NEW CPH920 PEDESTAL AT 2 LOCATIONS. PLACE NEW COMCAST AERIAL SPLICE CASE AT 1 LOCATION. ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE AT 10 LOCATIONS. UPGRADE EXISTING COMCAST PEDESTAL TO NEW SV2436 NODE PEDESTAL AT LOCATION. PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT APPROX. 526'. UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436 PEDESTAL AT 1 LOCATION. SPLICE AND TIE INTO EXISTING COMCAST PEDESTAL AT 1 LOCATION. ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE AT 4 LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 MFP26000738This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 212 SHEET NUMBER OF Know what's below. Call before you dig. R GENERAL NOTES (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 of preliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall 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 of Development and Environmental Services (DDES) Engineering Review checklist. Some elements may have been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not allowed 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 other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.) (4)Before any construction or development activity, a preconstruction meeting must be held between the DDES'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 and 10 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 before initiating 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 be constructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted to the 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 drainage easement, but not underneath the roadway section. All underdrain systems must be constructed in accordance with WSDOT Standard Specifications. (11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. (12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS. (13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way is not authorized until a traffic control plan is approved by King County. MFP26000738 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 213 SHEET NUMBER OF Know what's below. Call before you dig. R LEGEND (XXX') N O R T H #F #F #F X X MFP26000738 WELLS AVE S S 3 4 T H S T S 3 4 T H P L AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 214 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW CPH920 PEDESTAL. N O R T H RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS. A 1 PHOTO #1: FACING (E) ON THE (E) SIDE OF WELLS AVE S 1 A 1 MFP26000738 TALBOT RD S S 2 6 T H S T AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 215 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 2 PLACE NEW COMCAST AERIAL SPLICE CASE AT PROPOSED LOCATION. N O R T H PHOTO #2: FACING (W) ON THE (E) SIDE OF TALBOT RD S 2 2 2 MFP26000738 S 3 5 T H S T WEL L S A V E S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 216 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. N O R T H PHOTO #3: FACING (SE) ON THE (S) SIDE OF S 35TH ST PHOTO #4: FACING (E) ON THE (E) SIDE OF WELLS AVE S 3 3 4 3 33 MFP26000738 S 36TH S T CE D A R A V E S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 217 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. N O R T H 5 PHOTO #5: FACING (N) ON THE N) SIDE OF S 36TH ST PHOTO #6: FACING (W) ON THE (N) SIDE OF S 36TH ST 3 3 3 3 6 MFP26000738 S 36TH ST AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 218 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. N O R T H 3 PHOTO #7: FACING (W) ON THE (N) SIDE OF S 36TH ST 3 7 MFP26000738 S 36TH ST W E L L S A V E S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 219 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 4 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SV2436 NODE PEDESTAL. N O R T H 5 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. MATCH TO SHEET 10 PHOTO #8: FACING (N) ON THE (N) SIDE OF S 36TH ST PHOTO #9: FACING (N) ON THE (E) SIDE OF WELLS AVE S. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS. 5 5 9 8 4 A 1 1 1 ' 4 A 9 TIE INTO EXISTING COMCAST PEDESTAL.9 9 MFP26000738 WELLS AVE S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2110 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 5 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS. MA T C H T O S H E E T 9 MA T C H T O S H E E T 11 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 10 PHOTO #10: FACING (N) ON THE (E) SIDE OF WELLS AVE 5 5 3 3 5 5 129'120' MFP26000738 WE L L S A V E S S 36TH PL AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2111 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 5 PROOF/PULL NEW 48CT FIBER CABLE THROUGH EXISTING CONDUIT. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS. 6 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436 PEDESTAL. MATCH TO SHEET 10 PHOTO #11: FACING (E) ON THE (S) SIDE OF S 36TH PL 6 5 5 11 6 A 7 SPLICE AND TIE INTO EXISTING COMCAST PEDESTAL. 66 ' 100' 5 5 7 PHOTO #12: FACING (W) ON THE (S) SIDE OF S 36TH PL 12 7 5 MFP26000738 S 36TH PL AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2112 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #13: FACING (S) ON THE (S) SIDE OF S 36TH PL 13 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 3 3 MFP26000738 S 36TH PL AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2113 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 1 1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW CPH920 PEDESTAL. RESTORATION NOTES A RESTORE SOFT SURFACE TO PRIOR CONDITIONS. A PHOTO #14: FACING (W) ON THE (S) SIDE OF S 36TH PL 14 1 A MFP26000738 S 38TH CT AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2114 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #15: FACING (W) ON THE (S) SIDE OF S N38TH CT 3 3 15 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. MFP26000738 S 38TH CT M O R R I S A V E S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2115 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 8 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. Attach New Power Supply PHOTO #16: FACING (S) IN THE MIDDILE OF S 38TH CT PHOTO #17: FACING (N) IN THE MIDDLE OF S 38TH CT 16 8 8 8 8 17 TALBOT RD S S 3 7 T H S T S 1 7 4 T H S T AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2116 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 8 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 18 PHOTO #18: FACING (SW) ON THE (E) SIDE OF TALBOT RD S 8 8 MFP26000738 MORRIS AVE S S 1 7 4 T H S T AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2117 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 8 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. PHOTO #19: FACING (SW) ON THE (E) SIDE OF MORRIS AVE S 19 8 8 MFP26000738 SMITHERS AVE S S 3 7 T H P L AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2118 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H 3 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 3 PHOTO #20: FACING (N) ON THE (E) SIDE OF SMITHERS AVE S 20 3 MFP26000738 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2119 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26000738 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2120 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26000738 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 3450 WELLS AVE S, RENTON, WA 98055 PROJECT NUMBER: JB0002383331 PERMIT NUMBER: ---- CABLECOME ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK QHS 02/05/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES. ------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2121 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26000738