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Home My WebLink AboutMFP25004841.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25004841 IVR Number: 25004841 Permit Information Permit Name: JB0002316606 Comcast Cable Franchise Permit Address/Location:09/23/2025Application Date:1253800034Parcel Number: 3051 EAST VALLEY RD Permit Type:10/02/2025Issue Date:Franchise Permit Work Class:10/02/2026Expiration Date:Minor Utility Job Number: JB0002316606Franchise Type:Cable Description: JB0002316606 Comcast proposes to proof and pull fiber through existing conduit, bore and place conduit with fiber 70 lf and set new vault. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 ApplicantX Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contact Harley Niebling Cannon Companies B: (253) 922-2787 H: (360) 250-6743 C: (360) 250-6743 Contact Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact 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 Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contractor Business License Number: 20838Electrical Contractor: CANNOCL7941N Construction Contractor: CANNOCL791JK Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact STANNOUS RENTON LLC 914 22ND AVE E SEATTLE , WA 98112 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 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. 3051 3100 3330 200 3351 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EAST VALLEY RDSW 34TH ST S/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W EOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPS/WS/W S/WBWTL/2XXXROADWORKAHEAD W20-1 RIGHT LANE W20-5R CLOSEDAHEAD W1-4L6 DEVICE MIN50'-100'L/2XXCENTERLANECLOSEDAHEAD W20-5 ROADWORKAHEAD W20-1 SPEEDLIMIT POSTEDSPEED LIMIT 35 R2-1 CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK TO ALERT OWNER(S) TO POSSIBLE DRIVEWAY CLOSURES AND ALTERNATE ACCESSWT PEDESTRIANSPOTTERFLAGGER/SPOTTER TO DIRECT ANDASSIST PEDESTRIANS AROUND WORK AREA DRIVEWAY NOT IN USE FLAGGER/SPOTTER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA FLAGGER/SPOTTER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA PEDESTRIANSPOTTER PEDESTRIANSPOTTER DRIVEWAY NOT IN USE FAS KEEP RIGHT R4-7BREAST VALLEY RDDISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Work Area Flagger Spotter Traffic Safety Cone/Drum WT WT 0 50'100' SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) WORK TYPE:UNDERGROUND WORK N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: Harley Niebling (P): 360.250.6743 (E): hniebling@teamcannon.com COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL S30 T23N R05E 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/22/2025 TCP COMCAST KK KB 001 002 CANNON CONSTRUCTION LLC CONTRO L S U P E R V I S O R C E R T I F I E D TR A F F I C KAYLA B U C K L E Y #000830 EX P . 4 / 3 0 / 2 0 2 9 3051 3100 3330 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPL/2BXXXRIGHT LANE W20-5R CLOSED AHEAD ROAD WORK AHEAD W20-1 WTFLAGGER/SPOTTER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA PEDESTRIAN SPOTTER EAST VALLEY RD6 DEVICE MIN50'-100'W1-4L FASKEEP RIGHT R4-7BR XSPEED LIMIT POSTED SPEED LIMIT 35 R2-1 ROAD WORK AHEAD W20-1 DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective FLAGGERSPOTTERLEGEND Work Vehicle Truck Mounted Attenuator Work Area Flagger Spotter Traffic Safety Cone/Drum WT WT 0 20 40 SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) WORK TYPE:UNDERGROUND WORK N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: Harley Niebling (P): 360.250.6743 (E): hniebling@teamcannon.com COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL S30 T23N R05E 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/22/2025 TCP COMCAST KK KB 002 002 CANNON CONSTRUCTION LLC CONTRO L S U P E R V I S O R C E R T I F I E D T R A F F I C KAYLA B U C K L E Y #000830 EX P . 4 / 3 0 / 2 0 2 9 SHEET 5 SHEET 6 SHEET 7 CONTACT: Danny Cooley PHONE: (253) 215-7020 EMAIL: Danny_Cooley@comcast.com 410 Valley Ave NW Puyallup, WA 98371 COMCAST CABLE COMMUNICATION LLC CLIENT VICINITY MAP 406 Porter Way Milton, WA 98354 CONTACT: Harley Neibling PHONE: 360.250.6743 EMAIL: hniebling@teamcannon.com CANNON COMPANIES METRO-E RETAIL 1 -COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -DETAILS 5-7 -CONSTRUCTION PLAN NO SCALE SCOPE OF WORK -TIE IN AND SPLICE IN EXISTING VAULT (SP.WAKV.0824) -PROOF & PULL NEW (1) 48CT FIBER THROUGH EXISTING 2" CONDUIT -BORE (1) 2" CONDUIT & PULL (1) 48CT FIBER THROUGH -INSTALL NEW VAULT AND BORE TO CUSTOMER PARKING LOT N S EW POLE COUNT = TRANSMISSION = DISTRIBUTION = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = POLE INFORMATION 0 0 0 0 0 BILL OF MATERIALS *ALL FOOTAGES AND MATERIALS ARE ESTIMATED OVER-LASH =FT NEW AERIAL =FT PROOF & PULL =FT NEW UNDERGROUND =FT RISER =FT TOTAL ROW FOOTAGE =FT RIGHT OF WAY FOOTAGES*: =FT=FT+ 20% STORAGE MATERIAL FOOTAGES* 0 0 416 70 (0)0 486 48CT 486583 SHEET INDEX Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 COVER SHEET COMCAST KK KB 001 007 NO SCALE STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 GENERAL NOTES COMCAST KK KB 002 007 NO SCALE V NEW V TH NEW TH CAB NEW CAB DH NEW DH P NEW P LINE TYPES FL FL EOP EOP ROW ROW S/W S/W D/W D/W X X U U U U U U U U P P PARCEL LINE BUILDING OUTLINE LANE LINE CENTERLINE / STATION LINE FOG LINE EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) SIDEWALK (S/W) DRIVEWAY (D/W) FENCE GUARDRAIL CROSSWALK RAILROAD POWER TS TS TRAFFIC SIGNAL F/O F/O FIBER OPTIC T T TELECOMMUNICATION S S SEWER MAIN SS SS SANITARY SEWER D D DRAIN MAIN DD DD DRAINAGE DITCH G G GAS OIL OIL OIL STM STM STEAM W W WATER UNK UNK UNKNOWN UTILITY TRAFFIC CONES STRAW WATTLES A A EXISTING AERIAL A A NEW AERIAL C C EXISTING/PROOF & PULL CONDUIT PROPOSED CONDUIT SYMBOLS HATCH PATTERNS CONCRETE ASPHALT CONCRETE PANELS LANDSCAPELIMITS OF RESTORATION GRAVEL BRICK/COBBLE ROWIP ALLEY / TRAVEL LANE WZ ROWIP PARKING / BIKE LANE WZ ROWIP SIDEWALK WZ OH OH OVERHEAD UTILITIES #VAULT (EXIST / NEW) SIZE MAY VARY MANHOLE (EXIST / NEW) DOGHOUSE (EXIST / NEW) TIGERHOUSE (EXIST / NEW) NODE CABINET (EXIST / NEW) PEDESTAL (EXIST / NEW) R R UTILITY POLE (EXIST / NEW) UTILITY RISER (EXIST / NEW) 200' EXISTING SPLICE CASE NEW SPLICE CASE NEW MAT. STORAGE NEW COAX TAP UTILITY POTHOLE POLE ANCHOR / DOWN GUY CB CATCH BASIN CATCH BASIN W/ SOCK CW CROSSWALK SIGNAL SL STREET LIGHT FH FIRE HYDRANT M WATER METER V UTILITY VALVE TREE SHRUBBERY N S EW STREET SIGN MAP COMPASS 339'FOOTAGE NOTE LANE DIRECTION INDICATOR BUS STOP LOCATION MARK-UP NOTATIONS # # PHOTO LOCATOR/ORIENTATION CALLOUT CONSTRUCTION NOTE CALLOUT POLE # CALLOUT STA 0+00 DISTANCE STATION A # CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHEET # #WORK LOCATION PHOTO NOTE CALLOUT #DISTANCE DIMENSION ADA RAMP CB #VAULT # CALLOUT MH MH Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 LEGEND COMCAST KK KB 003 007 NO SCALE6"CONCRETE TRENCH DETAIL STANDARD DETAIL 8" MIN CONCRETE (MATCH EX IF GREATER PANEL WIDTH PER PLAN 12" MIN.12" MIN 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL3' MIN.24" 12" EX CONCRETE SURFACE ZONE OF INFLUENCE 2 BULK424C072 HDPE STRUCTURAL FOAM/CHANNELL SHIELD COVER CHANNELL'S BULK VAULT ASSEMBLY ANTI-SLIP TREAD PATTERN ON CHANNELL SHIELD COVER INSIDE DIMENSIONS LENGTH WIDTH DEPTH 34.75"23"24" FEATURES: -VAULT BODY: 24 X 36 X 24 INCHES (OPEN FLOOR) -HDPE BODY - CHANNELL POLYMER COVER -LOAD RATEDTIER 22 (SNSI/SCTE 77 2010)-1 SHIELD COVER, TIER 22, WITH SLIP RESISTANTTREAD -2 COVER LOCKING BOLTS, 916 STAINLESS STEEL HEX HEAD BOLTS 3/8-16 UNC X 3-12" THREAD BOLTS WITHWASHERS-2 BOX SELF CENTERING STAINLESS STEELCORROSION RESISTANT NUTS -2 TEMPORARY DROP DOOTS: 2 EACH SIDE-MINIMUM OF 2 LIFTING SLOTS IN COVEREQUIPPED WITH STAINLESS STEEL PINS (SLOTS APPROXIMATELY 34" X 2") -4 REINFORCED POLYMER STEP RACKS, 2 PER SIDE -2 LIFTING SLOTS APPROXIMATELY 34" X 4" WITH STAINLESSSTEEL LIFTING PINS WEIGHT & SHIPPING: -COVER WEIGHT: 50 LBS -BOX WEIGHT: 55 LBS-ASSEMBLY WEIGHT: 105 LBS-LOADED PALLET WEIGHT: 210 LBS -PER PALLET#: 2 -PALLET DIMENSIONS: 58"L X 40"W X 42"H LOAD RATINGS: -ANSI/SCTE 77 TIER 22-PROOF LOAD: 33,750 LBF C H A N N E L L 3" 35 12" 24" 24" 28 34"40 38" HDPE BODY LOGO LOCATION VERTICAL RACKING LIFT PIN FOR HANDHOLE COVER CHANNELL SHIELD COVER 24x36 VAULT STANDARD DETAIL4 Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 DETAILS COMCAST KK KB 004 007 TRENCH - SOFT SURFACE STANDARD DETAIL PROPOSED CONDUIT6"-12" 18" 18" 36" EXISTING SOFT SURFACE MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) BACKFILL COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. SURFACE RESTORATION CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION 1 6"ASPHALT TRENCH DETAIL STANDARD DETAIL 3" HMA (CL 1/2") (MATCH EX IF GREATER PATCH WIDTH PER PLAN 12" MIN.12" MIN 11" HMA (CL 1/2 OR 1) 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL3' MIN.24" 12" EX ASPHALT SURFACE CONTRACTOR TO VERIFY SPECIFICATION WITH CITY OF SEATTLE 3 3351 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEAST VALLEY RDEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WCCCCCCS/WS/WS/WS/WS/WS/WVV1 MATCHLINE SHEET 005 STA 12+00 STA 12+50 STA 13+00 STA 13+50 2 LENGTH:'156 1 CONSTRUCTION NOTES: TIE IN AND SPLICE IN EXISTING VAULT (SP.WAKV.0824) PROOF & PULL NEW (1) 48CT FIBER THROUGH EXISTING 2" CONDUIT BORE (1) 2" CONDUIT & PULL (1) 48CT FIBER THROUGH INSTALL NEW VAULT AND BORE TO CUSTOMER PARKING LOT 2 3 4 0 10'20' N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 CONSTRUCTION PLAN COMCAST KK KB 005 007 3330 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPCCCCCCCC2 LENGTH: '260 MATCHLINE SHEET 005 MATCHLINE SHEET 004 3351 3351 STA 14+00 STA 14+50 STA 15+00 STA 15+50 EAST VALLEY RD1 CONSTRUCTION NOTES: TIE IN AND SPLICE IN EXISTING VAULT (SP.WAKV.0824) PROOF & PULL NEW (1) 48CT FIBER THROUGH EXISTING 2" CONDUIT BORE (1) 2" CONDUIT & PULL (1) 48CT FIBER THROUGH INSTALL NEW VAULT AND BORE TO CUSTOMER PARKING LOT 2 3 4 0 10'20' N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 CONSTRUCTION PLAN COMCAST KK KB 006 007 3051 3100 ROWROWROWROWROWROWROWROWROWROWROWROWROWS/WS/WS/WS/WS/WEOPEOPEOPEOPDDDDDDDDS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPWWWWWWWWWEOP PPV V WW V FH DDCBMH CBSSSSSSSSPPP V DHTTTT TTP CCVLENGTH: '70 MATCHLINE SHEET 006V3 4 3351 STA 16+00 STA 16+50 STA 17+00 STA 17+50 STA 16+26EAST VALLEY RD2 41'40' 9'8'23'13'8'5'14' 3' 1 CONSTRUCTION NOTES: TIE IN AND SPLICE IN EXISTING VAULT (SP.WAKV.0824) PROOF & PULL NEW (1) 48CT FIBER THROUGH EXISTING 2" CONDUIT BORE (1) 2" CONDUIT & PULL (1) 48CT FIBER THROUGH INSTALL NEW VAULT AND BORE TO CUSTOMER PARKING LOT 2 3 4 0 10'20' DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 SW 34TH ST & EAST VALLEY RD POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS LOCATION N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 APOLLO MECHANICAL T23N R05E S30 3051 E VALLEY RD RENTON WA 98057 JB0002316606 -------- HN KK 9/15/2025 CONSTRUCTION PLAN COMCAST KK KB 007 007