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Home My WebLink AboutMFP21004973.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21004973 IVR Number: 21004973 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:09/28/2021Application Date:5214510040Parcel Number: 668 ROSARIO PL NE Permit Type:10/28/2021Issue Date:Franchise Permit Work Class:10/28/2022Expiration Date:Minor Utility Job Number: 726260Franchise Type:Cable 03/23/2022Finalize Date: Description: REVISION: TRENCH (2) 2" CONDUIT PULL (1) HARDLINE COAX PULL (1) POWER CABLES. PLACE NEW GROUND MOUNTED POWER SUPPLY. SCOPE OF WORK CHANGED DUE TO NEW COAX DESIGN. Comcast PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT. TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH, PLACE (1) NEW B48 VAULT PLACE NEW STRAP OUT CASE. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 Applicant Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 Applicant Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCL791JK CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing X 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 206.510.0575) (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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 2/1/2018 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov REVISION - FRANCHISE PERMIT APPLICATION Published: 2/1/2018 TO THE APPLICANT: Only Current Issued Permits Qualify for a Revision. For any work related to an expired or finaled permit, a new Franchise Permit Application shall be required. Submit an electronic copy of the plans with the Revision Franchise Permit Application to franchisepermits@rentonwa.gov. Permit # Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Approved Description of Work: Proposed Description of Work: Reason for change of work: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date 5/9/2022 MFP21004973 Comcast Cable Communications Management JB#0000726260 Rhonda Resnik 668 Rosario Pl NE Renton WA 98059 253-864-4246 Rhonda_Resnik@comcast.com NEW RPHY 1X2 OFF RN63D (1X2) TO RPHY 1X2 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH, PLACE (1) NEW B48 VAULT PLACE NEW STRAP OUT CASE PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH, PLACE (1) NEW B48 VAULT PLACE NEW STRAP OUT CASE TRENCH (2) 2" CONDUIT PULL (1) HARDLINE COAX PULL (1) POWER CABLES.PLACE NEW GROUND MOUNTED POWER SUPPLY. SCOPE OF WORK CHANGED DUE TO NEW COAX DESIGN. Scott Warlick 5/23/2022 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering NEW RPHY 1X2 OFF RN63D (1X2) TO RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 Monday Friday 9AM 3PM PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT,TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH, PLACE NEW STRAP OUT CASE Cannon Construction LLC 253 922 2787 Annie Robertson arobertson@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP21004973 Scott Warlick CED 10/28/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •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. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must 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. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City of Renton 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 traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. •The City of Renton 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 the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •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. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. •Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date Annie Robertson 9/28/2021 674 668 656 662 677 650 657 673 663 679 667 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHPROSARIO PL NEROSARIO PL NEWTR2-1 WORK AREA W21-7 W21-7 W20-4 W20-4 W20-7a W20-7a FLAGGERFLAGGERWTSPOTTERSPOTTERWORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 1 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 650 612 618 606 600 651 601 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP PROSARIO PL NEROSARIO PL NEWTR2-1 WORK AREASPOTTER W21-7 W21-7 W20-4 W20-4 W20-7a W20-7a FLAGGERFLAGGEROF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 2 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 564 600 569 601 563 578 572 NE 6TH ST NE 6TH S T EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPROSARIO PL NEROSARIO PL NEWTR2-1 WORK AREASPOTTERW21-7 W21-7 W21-7 W21-7 W20-4 W20-4 W20-4 W20-4 W20-7a W20-7 a W20-7 a W20-7a FLAGGERFLAGGERFLAGGERFLAGGERR2-1 OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 3 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 528 522 552 551 523 557 517 529 508 511 504 560 520 502 516 554 505 514 510 526 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHPROSARIO PL NEROSARIO PL NEWTR2-1 SPOTTERW21-7 W21-7 W20-4 W20-4 W20-7a W20-7a FLAGGERFLAGGERWTWORK AREA WORK AREA SPOTTEROF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 4 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 471 466 454 6101 465 472 6113 453 460 6107 459 NE 4TH PL NE 4TH PL EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPDHDHROSARIO PL NEROSARIO PL NEWTR2-1 WORK AREA SPOTTERW21-7 W21-7 W21-7 W20-4 W20-4 W20-4 W20-7a W20-7a W20-7a FLAGGERFLAGGERFLAGGERWT SPOTTERWORK AREA OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 5 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 6013 450 6101 6007 453 456 6107 NE 4TH PL ROSARIO AVE NENE 4TH PL EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOP EOPEOP EOP EO P EO P EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPNEW B48 TH ROSARIO PL NEROSARIO AVE NEWTR2-1 WORK AREA W21-7 W20-5R W4-2R FAS W21-7 W21-7 W21-7 SPOTTEROF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 TCP 6 6 08/30/2021 TH LW COMCAST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL PLAN SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE 4. MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST N [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD 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 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 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 840FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. -Driveways will be left open & accessible during construction unless otherwise posted CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. FLAGGERS SHALL REMAIN IN COMMUNICATION VIA RADIO AT ALL TIMES. FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA. ACCESS TO DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. MFP21004973 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-9 -DESIGN 10 -DETAILED VIEWTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 48 CT FIBER: 1,925 FT + 20% STORAGE = 2,310 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 0 FT. 10 FT. 1,915 FT. 0 FT. 1,925 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =1,925 FT. - PLACE (1) 1X2 RPHY NODE & TIE IN. UPGRADE TO TIGER HOUSE - PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT - PLACE (1) 48CT FIBER 200' STORAGE SHEATH APPROX. EVERY 1500' - TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH - UPGRADE EXISTING PIGTAIL TO 12CT - PLACE (1) NEW B48 VAULT AND NEW STRAP OUT CASE -TRENCH (1) 2" CONDUIT AND PULL HARDLINE COAX -PLACE NEW GROUND MOUNTED POWER SUPPLY -TRENCH (1) 2" CONDUIT AND PULL 10 GAUGE POWER LINE TO EXISTING TRANSFORMER CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST CANNON COMPANIES Lacee Wentworth - (253)-317-0792 - lwentworth@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com 668 Rosario Pl NE Renton, WA 98059 NEW RPHY 1X2 OFF RN63D (1X2) TO RPHY 1X2 JB#0000726260 EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE C CCAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL P P TS TS C C D D DD DD DD DD DD DD G G W W T T ST ST ROW S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH EXISTING UNDERGROUND PATHWAY PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY EXISTING SPLICE CASE PROPOSED SPLICE CASE EXISTING FIBER/COAX STORAGE PROPOSED FIBER/COAX STORAGE TREE EOP OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 LEGEND 2 10 08/30/2021 TH LW COMCAST 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 (1) 4" SCHEDULE 40 PVC, 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. OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 GENERAL NOTES 3 10 08/30/2021 TH LW COMCAST TRENCH - HARD SURFACE STANDARD DETAIL1 OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DETAILS 4 10 08/30/2021 TH LW COMCAST 674 668 656 662 677 671 650 653 665 659 657 673 663 703 679 651 667 SHADOW AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHPROSARIO PL NEROSARIO PL NE PLACE (1) 1X2 RPHY NODE & TIE IN. UPGRADE TO TIGER HOUSE PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT MATCHLINE SHEET 6220'175'OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DESIGN 5 10 08/30/2021 TH LW COMCAST N 564 612 618 606 600 569 601 578 572 NE 6TH ST NE 6TH ST NE 6TH S T ROSARIO AVE NE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPP P P ROSARIO PL NEROSARIO PL NEROSARIO PL NEPROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT PLACE (1) 48CT FIBER 200' STORAGE SHEATH APPROX. EVERY 1500' MATCHLINE SHEET 5 MATCHLINE SHEET 7230'75'OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DESIGN 6 10 08/30/2021 TH LW COMCAST N 558 528 522 552 6200 551 523 573 567 561 555 521 515 557 6202 517 563 529 6203 508 525 565 560 520 513 553 516 571 572 554 514 519 559 566 507 526 NE 5TH CIR NE 5TH CT EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHPROSARIO PL NEROSARIO PL NEROSARIO AVE NEROSARIO AVE NESHADOW AVE NESHADOW AVE NESHADOW AVE NEPLACE (1) 48CT FIBER 200' STORAGE SHEATH APPROX. EVERY 1500' MATCHLINE SHEET 6 MATCHLINE SHEET 8 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT 230'320'OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DESIGN 7 10 08/30/2021 TH LW COMCAST N 474 471 469 503 463 466 457 509 451 508 468 511 504 450 454 465 502 462 472 501 453 505 480 460 510 456 507 459 NE 4TH CT NE 5TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHROSARIO PL NEROSARIO PL NEROSARIO AVE NEROSARIO AVE NESHADOW AVE NESHADOW AVE NEPROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT MATCHLINE SHEET 7 MATCHLINE SHEET 9 PLACE (1) 48CT FIBER 200' STORAGE SHEATH APPROX. EVERY 1500'230'OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DESIGN 8 10 08/30/2021 TH LW COMCAST N 6119 6115 451 6013 6101 6007 61136107 NE 4TH PL ROSARIO AVE NESHADOW AVE NENE 4TH ST SHADOW AVE NENE 4TH PL NE 4TH PL ROSARIO AVE NEEOP EOP EOP EOP EOP EOPEOPEOP EOPEOPEOPEOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP DH THROSARIO AVE NEEOP FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FL FL FL FL FL EOP EOP EOP NE 4TH ST NE 4TH ST PLACE (1) 48CT FIBER 200' STORAGE SHEATH APPROX. EVERY 1500' PLACE (1) NEW B48 VAULT AND NEW STRAP OUT CASE UPGRADE EXISTING PIGTAIL TO 12CT TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH MATCHLINE SHEET 8 PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT 10' 220'215'25' PS PLACE NEW GROUND MOUNTED POWER SUPPLY TRENCH (1) 2" CONDUIT AND PULL 10 GAUGE POWER LINE TO EXISTING TRANSFORMER OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DESIGN 9 10 08/30/2021 TH LW COMCAST N NE 4TH PL ROSARIO AVE NEEOPEOP EOP EOP EOPDDDD D D D D DDDEOPEOPEOPTH SSSSS SSS SSSSSSSSSSSS S SS DDDW1 4 STA 10+00 STA 10+50 STA 11+00STA 20+00STA 20+50STA 21+00STA 10+43 STA 10+55 STA 20+40STA 20+431R 10' 2 1R 220' 18' 5 6 3 1R CB5' PS 7 OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DETAILED VIEW 10 10 08/30/2021 TH LW COMCAST N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF NE 4TH PL & ROSARIO AVE NE GOING SOUTH 3 2 1 CONSTRUCTION NOTES: PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH PER DETAIL #1 ON SHEET 4 UPGRADE EXISTING PIGTAIL TO 12CT PLACE (1) NEW B48 VAULT AND NEW STRAP OUT CASE TRENCH (1) 2" CONDUIT AND PULL HARDLINE COAX PLACE NEW GROUND MOUNTED POWER SUPPLY TRENCH (1) 2" CONDUIT AND PULL 10 GAUGE POWER LINE TO EXISTING TRANSFORMER 4 1R RESTORATION NOTES: RESTORE LANDSCAPE PER CITY OF RENTON'S SPECIFICATIONS. UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 STATION START STATIONING STARTS AT 20+00 AT THE INTERSECTION OF NE 4TH PL & ROSARIO AVE NE GOING EAST SCALE: 1"=10' 0'5'10'20' 5 6 7 NE 4TH PL ROSARIO AVE NEEOPEOP EOP EOP EOPEOPEOPEOPNEW B48 TH SSSSS SSS SSSSSSSSSSSS S SS DDDCBW1 3 4 STA 10+00 STA 10+50 STA 11+00STA 20+00STA 20+50STA 21+00STA 10+43 STA 10+55 STA 20+40STA 20+431R 10' 2 1R 220' OF DATE REVISION BY QC CANNON COMPANIES 0000726260NEW RPHY 1X2 668 Rosario Pl NE Renton, WA 98059 DETAILED VIEW 10 10 08/30/2021 TH LW COMCAST N PROPOSED PATH DISCLAIMERS 1.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF NE 4TH PL & ROSARIO AVE NE GOING SOUTH 3 2 1 CONSTRUCTION NOTES: PROOF & PULL (1) 48CT FIBER THROUGH EXISTING CONDUIT TRENCH (1) 4" CONDUIT & PULL (1) 48CT FIBER THROUGH PER DETAIL #1 ON SHEET 4 UPGRADE EXISTING PIGTAIL TO 12CT PLACE (1) NEW B48 VAULT PLACE NEW STRAP OUT CASE4 1R RESTORATION NOTES: RESTORE LANDSCAPE PER CITY OF RENTON'S SPECIFICATIONS. UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 STATION START STATIONING STARTS AT 20+00 AT THE INTERSECTION OF NE 4TH PL & ROSARIO AVE NE GOING EAST SCALE: 1"=10' 0'5'10'20' MFP21004973 Existing power transformer Place new ground mounted power supply 5' trench (1) 2" conduit pull hardline coax trench (1) 2" conduit pull 10 gauge power line to existing transformer 18'