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HomeMy WebLinkAboutMFP20004479.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20004479 IVR Number: 20004479 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:10/01/2020Application Date:0739000095Parcel Number: 12627 SE PETROVITSKY RD Permit Type:10/23/2020Issue Date:Franchise Permit Work Class:10/23/2021Expiration Date:Major Utility Job Number: 401676Franchise Type:Cable Description: Comcast to tie into existing splice case. Overlash (1) 96ct fiber on existing aerial strand. Install new splice case. Restoration per City of Renton standards Contacts Name Address PhoneTypeBilling Shannon Heaton Cannon Construction 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 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCI055CS 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 (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “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 MFP20004479 Scott Warlick CED 10/22/2020 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 MFP20004479 Scott Warlick CED 10/22/2020 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 ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW128TH AVE SESE PE T R O V I T S K Y R D ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWRO WROWROWROWROWROWEOPEOPEOP EOP EOP EOP EOP 12727 17432 12810 12711 12816 17434 12627 12710 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP128TH AVE SESE PE T R O V I T S K Y R D FLFLFLFLFLFLSIDE W A L K SIDE W A L K SIDE WALK SIDE WALK SIDE W A L KSIDE WALKSIDE W A L K SIDE WAL K SIDE WALK SIDE WALKSIDE WALK WT WORK AREA WORK AREA WTFAS W21-7 W21-7 W21-7 25' W21-7 W20-5R W4-2R N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 1 1 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: LANE CLOSURE FOUR-LANE ROAD 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 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) 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 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 CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST ***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. MFP20004479 SE 175TH CT128TH AVE SESE PE T R O V I T S K Y R D ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROW ROW ROW ROW ROW ROWRO W ROW ROWROW ROW ROW ROW ROW ROWROWROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWRO WROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 17448 12727 17432 12840 12852 17436 12810 12828 17415 12711 12844 17443 12821 12816 12834 17434 12848 17430 12710 12813 17423 12822EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP128TH AVE SESE PE T R O V I T S K Y R D FLFLFLFLFLFLFLFLFLFLSIDE WAL K SIDE WALK SIDE W A L K SIDE W A L KSIDE WALKSIDE W A L K SIDE WALK 129TH AVE SESIDE WALKSIDE WALKSIDE WALK SIDE WALK WT WORK AREA WORK AREA WORK AREA WT W21-7 W21-7 WT W21-7 W20-5R W4-2R FAS W21-7 W20-5R W4-2R 25'N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 2 2 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: LANE CLOSURE FOUR-LANE ROAD 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 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) 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 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 CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. MFP20004479 129TH AVE SE128TH AVE SESE PE T R O V I T S K Y R D ROW ROW ROW ROW ROW ROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 12720 17244 17448 0 0 17251 17432 17414 17252 17436 17243 17413 17415 17443 17414 17422 17245 17242 17419 17434 17406 17406 17430 17405 17423EOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOP EOP EOPEOPEOPEOP128TH AVE SESE PE T R O V I T S K Y R D FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSIDE W AL K SIDE W A L K SIDE W A L KSIDE WALKSIDE W A L K 129TH AVE SEWORK AREA WORK AREA WORK AREA DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYWTWTWT W21-7 W21-7 W21-5 GRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVEL10' min 10' min 10' min 486.0747 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA 492.0061 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 3 3 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. MFP20004479 130TH AVE SE128TH AVE SEROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP17244 17251 0 0 0 0 0 0 0 17251 17252 17211 17228 17219 17237 17204 17243 17212 17226 17244 17202 1722117218 17227 17245 12913 17242 17220 17218 17406 17215 17207 17227 17212 17235 17205 17236 17211 17405 17204 17234 17226 12923 17210EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL129TH AVE SE128TH AVE SEWORK AREA WORK AREA WORK AREA DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY GRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELGRASS/GRAVELWTWTWTW21-5 W21-7 W21-7 10' min 10' min 10' min 520.9145 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA 499.8014 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 4 4 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. MFP20004479 130TH AVE SESE 172ND ST128TH AVE SESE 172ND ST ROWROWROWROWROWROWROWROWR O W ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 00 0 0 0 0 12820 17211 17040 17204 17212 17101 12904 12913 12922 17039 17040 17212 17205 12804 17211 17204 12923EOPEOP EOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSE 172ND STFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL129TH AVE SE129TH AVE SE128TH AVE SEDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY WORK AREAWORK AREA W21-5 W21-7 GRASS/GRAVEL GRASS/GRAVEL W21-7 W21-5 W21-5 W21-7 W21-5 WT WT 10' min 10' min N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 5 5 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ***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. MFP20004479 SE 172ND ST ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP0 0 0 12820 17032 17101 17031 12904 12922 17039 17040 12804 17041 SE 172ND ST129TH AVE SEWTW21-5 W21-7 WORK AREAW21-7 126.7330 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA 173.3819 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA GRASSGRASSGRASS10' min DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 6 6 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ***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. MFP20004479 128TH AVE SEROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 0 0 0 17043 12820 17021 12741 17040 17031 17035 17032 12746 17039 12748 17029 17024 12804 17023 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLW21-5 W21-7 W21-5 W21-7WT 184.4906 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA WORK AREA 208.3911 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA GRASSGRASSGRASSGRASS10' min DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY N OF DATE REVISION BY QC CANNON COMPANIES 9NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 7 7 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ***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. MFP20004479 SE 172ND ST 128TH AVE SESE 172ND ST ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWRO W ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO PEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 17251 00 0 0 0 17043 12820 17211 17228 12755 17204 12735 12740 12749 1722117218 12728 12746 17215 17207 12741 17227 17212 17205 12804 12734 17210 17218 17214 17324 17320 17316 17312 17308 17304 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL129TH AVE SE129TH AVE SESE 172ND ST 128TH AVE SEROWROWROW ROW ROW ROW ROW GRASSWT W21-5 W21-7 W21-5W21-7 W21-7 GRASSGRASS GRASSGRASS WORK AREA 136.0345 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA WTW21-5 W21-7 10' min 10' min W21-5 W21-7 GRASSGRASSGRASSDRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 203.5033 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA WORK AREA N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 8 8 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 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) 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 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 ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST ***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. MFP20004479 127TH AVE SE127TH AVE SESE 172ND ST ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP17122 12735 12724 12713 17130 12727 12728 17208 12716 12721 12734 EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL EOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW FLFLFLFLFLFLFL F L FLFLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFL FL FLFLFL FL FLFLFLFL EOPEO P SE 172ND ST WT GRASS GRASS GRASSGRASS GRASSWORK AREA 111.0069 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA W21-5W21-7 W21-5 W21-7 W21-7 10' min W21-5 W21-7 DRIVEWAY N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 TCP 9 9 9 9/15/2020 AR NP COMCAST SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION [OVERHEAD WORK] CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD 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 OTHERWISESIGN 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) 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 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 ***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. MFP20004479 PP P P P P P P PP P P P P P P PP P P PP P P PP P P PP P P PP PP P P P P THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES CONTACTS: PROJECT MAP: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4-5 -OVERVIEW 6-12 -DESIGN 96 CT FIBER 1878 FT + 20% STORAGE = 2254 FT *ALL FOOTAGES AND MATERIALS ARE ESTIMATED SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 1878 FT. 0 FT. 0 FT. 0 FT. 1878 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 =1878 FT. 1.TIE INTO EXISTING SPLICE CASE: SP.WAKV.0004. 2.OVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND. 3.INSTALL NEW SPLICE CASE. 200 SW 114TH ST NEW 2x2 OFF KV18C CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST COMCAST COMMUNICATION Mike Fontenot - (425)-213-5482 - Mike_Fontenot@cable.comcast.com WORK AREA NODE SPLIT JB# 0000401676 RENTON, WA 98057 CANNON COMPANIES Nate Pinson - (425)-941-7820 - npinson@cannonconstructioninc.com WORK AREA WORK AREA MFP20004479 OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 GENERAL NOTES 2 12 9/15/2020 AR NP COMCAST MFP20004479 OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 LEGEND 3 12 9/15/2020 AR NP COMCAST EOP FL P C S D G W TS T ST UT ROW DD DD DD DD 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 CONDUIT STRAW WATTLES P V LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CB CB 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 NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES MFP20004479 © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS 129TH AVE SESE PETRO V I T S K Y R D 130TH AVE SE130TH AVE SESE 172ND ST 128TH AVE SESE 171ST PL 128TH AVE SESE 172ND ST 128TH AVE SE SE PET R O V I T S K Y R D 12720 17244 17448 17251 0 0 00 0 0 0 0 0 17043 17251 12615 17432 17414 12820 13009 17252 17436 17211 17228 17219 12755 17237 17204 17243 12735 12810 12724 12713 12740 12828 17413 17212 17226 17415 12711 17443 17244 17202 17414 17422 12904 13013 12749 1722117218 17227 17130 12727 17245 12913 17242 12816 12728 17208 17419 17220 12922 17218 12746 17434 17406 17114 12632 17215 12627 17207 17406 17430 12741 17227 17212 17235 17205 17236 12804 17211 12710 12716 12721 17405 17204 17234 17423 17226 12923 17210 12734 12822 12718 17210 17422 17418 17414 17410 17406 17402 17218 17214 127221271012714 17324 17320 17316 17312 17308 17304 12732 12736 12740 12744 12748 12745 12738 12742 1277712773127691276512761127571275312749 12731 12735 12739 12743 12747 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFL SE 172ND ST 128TH AVE SESE PET R O V I T S K Y R D FLFL FL FLFL FLFLFL FLFL FLFLFL FLFL FLFLFL FLFL FL FLFL FLFLFL FLFL FLFLFL FLFLFL FLFLFL FLFLFLFL FLFL FL FLFLFLFLFLFL FLFLFL FL FL FLFL FLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 151' 205' 189' 104'156'162'164'154'161'162'85'185'129TH AVE SE129TH AVE SE129TH AVE SESE 172ND ST 128TH AVE SEOVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND TIE INTO EXISTING SPLICE CASE: SP.WAKV.0004 96ct 96ct 96ct 96ct 96ct 96ct 96ct 96ct 96ct 96ct FLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFLFLFL SE 172ND ST INSTALL NEW SPLICE CASE COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 OVERVIEW 1 4 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004479 127TH AVE SE127TH AVE SESE 171ST PL SE 172ND ST 128TH AVE SESE 172ND ST 12735 00 0 0 0 0 17043 12820 17021 12741 17211 17228 17040 12723 12755 17204 17122 12735 12724 12713 12740 17031 17035 12715 12749 1722117218 17032 17130 12727 12728 17208 12746 17039 17215 12748 1702912729 17207 17114 12741 17227 17212 17024 17205 12804 12716 12721 17023 12734 12718 17210 17218 17214 127221271012714 17324 17320 17316 17312 17308 17304 12732 12736 12740 12744 12748 12738 12742 129TH AVE SE129TH AVE SESE 172ND ST 128TH AVE SESE 172ND ST WORK AREA WORK AREA WORK AREA WORK AREA WORK AREA COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 OVERVIEW 2 5 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004479 SE PETRO V I T S K Y R D ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW 12601 0 12615 12711 12632 12627 12710 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP SE PE T R O V I T S K Y R D SIDE W A L K SIDE WALKSIDE WALK SIDE WAL K SIDE WALK OVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND 151' SIDE W A L K SIDE W A L K SIDE W A L K SIDE W A L K OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE 316558-166929 NEUTRAL 29 2 N/A SECONDARY 29 2 N/A COMM 1 25 10 N/A COMCAST 25 0 N/A COMM 2 21 1 N/A STREET LIGHT 17 8 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE 316555-166943 NEUTRAL 34 11 N/A SECONDARY 34 11 N/A COMM 1 30 10 N/A COMCAST 30 1 N/A COMM 2 28 1 N/A STREET LIGHT 24 5 N/A D N N N N N N COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 1 6 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MATCH LINESEE SHEET 7MFP20004479 SE 175TH CT128TH AVE SESE PE T R O V I T S K Y R D ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROW ROW ROW RO W ROW ROW ROW ROW ROW ROWROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWRO WROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 17448 12727 17432 12840 17436 12810 12828 17415 12844 17443 12816 12834 17434 1743017423 12822EOPEOPEOPEOP EOP EOPEOPEO P EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEO PEOPEOPEOPEOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP128TH AVE SESE PE T R O V I T S K Y R D FLFLFLFLFLFLFLFLFLFLSID E WAL K SIDE WALK SIDE W A L K SIDE W A L KSIDE WALKSIDE W A L K 129TH AVE SE205' 189' 104'156'162'SIDE WALKSIDE WALK SIDE WALK OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE 316550-166963 NEUTRAL 36 6 N/A SECONDARY 34 0 N/A STREET LIGHT 33 6 N/A COMCAST 31 4 N/A COMM 1 30 7 N/A COMM 2 28 6 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE 316546-166981 NEUTRAL 33 11 N/A STREET LIGHT 28 2 N/A COMM 1 24 0 N/A COMCAST 23 0 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 316545-166991 NEUTRAL 32 5 N/A SECONDARY 32 5 N/A STREET LIGHT 26 3 N/A COMM 1 24 0 N/A COMCAST 23 10 N/A COMM 2 22 10 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE 316576-166992 SECONDARY 23 0 N/A STREET LIGHT 21 1 N/A COMCAST 20 6 N/A D N N N MAKE READY: LOWER COMCAST TO 30'-8" LOWER COMM 1 29'-8 MAKE READY:LOWER COMCAST TO 19'-8" OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 316560-166992 SECONDARY 24 3 N/A STREET LIGHT 22 7 N/A STREET LIGHT DRIP 22 7 N/A COMCAST 20 3 N/A D N N N N OVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND EOPEOPEOPEOPEOPEOPEO PEOPEOPEOPEOP EOPEOPCOMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 2 7 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MATCH LINESEE SHEET 6MATCH LINE SEE SHEET 8 MFP20004479 129TH AVE SE128TH AVE SEROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP12720 17244 17251 0 0 0 17251 17414 17252 17228 17237 17413 17415 17244 17414 17422 17245 17419 17406 17406 17227 17236 17405 17226 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL164'154'161'OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE 316591-166993 SECONDARY 23 10 N/A STREET LIGHT 21 2 N/A COMCAST 20 6 N/A D N N N EOPEOPOVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 316607-166993 SECONDARY 22 7 N/A STREET LIGHT 21 8 N/A COMCAST 18 9 N/A D N N N COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 3 8 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MATCH LINE SEE SHEET 7 MATCH LINE SEE SHEET 9 MFP20004479 128TH AVE SESE 172ND ST ROWROWROWROWROWROWROWROWROWROWROWROWROWR O W ROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP00 0 0 0 0 0 17043 12820 17211 12755 17204 17212 12904 1722117218 12913 17220 12922 17039 17215 17207 17212 17205 12804 17204 EOP EOP EOPEOPEOPEOPEOPFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLSE 172ND STFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL129TH AVE SE129TH AVE SESE 172ND ST 128TH AVE SEOVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND162'85'185' OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE 316623-166994 SECONDARY 23 11 N/A STREET LIGHT 23 11 N/A COMCAST 19 9 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE 316639-166994 SECONDARY 24 2 N/A COMCAST 21 1 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE 316647-166995 SECONDARY 30 7 N/A STREET LIGHT 26 1 N/A COMCAST 24 11 N/A COMM 1 23 9 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 316647-166976 SECONDARY 25 1 N/A COMCAST 23 0 N/A COMM 1 21 11 N/A D N N N MAKE READY:LOWER COMCAST TO 20'-10" MAKE READY: LOWER COMCAST TO 21'-9" LOWER COMM 1 TO 20'-9" COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 4 9 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MATCH LINE SEE SHEET 8 MFP20004479 128TH AVE SESE 172ND ST ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR OW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP 17024 0 0 0 17043 12820 17021 17032 17040 17031 17035 12904 17032 17039 17029 17040 17024 12804 17023 FLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL129TH AVE SESE 172ND ST WORK AREA WORK AREA COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 5 10 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004479 128TH AVE SESE 172ND ST ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP0 0 0 0 0 17043 12820 17211 12755 17204 12740 12749 12746 17215 17207 12741 17212 17205 12804 EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSE 172ND ST 128TH AVE SEWORK AREA WORK AREA COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 6 11 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004479 127TH AVE SE127TH AVE SESE 172ND ST ROWROW ROW ROW ROW ROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP12735 17122 12735 12724 12713 17130 12727 12728 17208 12741 12716 12721 12734 EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW R OWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROW ROW ROW ROWROWROWROWROWROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW FLFLFLFLFLFLFLFL FLFLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFLFLFL FLFLFLFL FL FLFLFLFLFL EOPE O P SE 172ND ST WORK AREA COMCAST N OF DATE REVISION BY QC CANNON COMPANIES 0000401676NEW 2x2 OFF KV18C 200 SW 114TH ST RENTON, WA 98057 DESIGN 7 12 12 9/15/2020 AR NP LEGEND INTERIOR PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH R25' AERIAL POLE EXISTING AERIAL PATH NEW AERIAL PATH SPLICE CASE MFP20004479 Comcast Cable Communications Management 410 Valley Ave NW Suite 12 Bldg C Puyallup, WA 98371 10/1/2020 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for 0000401676 To whom it may concern: Cannon Construction has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to TIE INTO EXISING SPLICE CASE. OVER-LASH (1) 96CT FIBER ON EXISTING AERIAL STRAND. INSTALL NEW SPLICE CASE. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level MFP20004479 and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Rhonda Resnik. Thank you for your consideration in this matter. Rhonda Resnik Permit Coordinator Comcast Cable Communications Management o 253-864-4246 | e Rhonda_Resnik@comcast.com October 23, 2020 Shannon Heaton SEFNCO Communications, INC. 4610 Tacoma Ave Sumner, WA 98390 Via Email: sheaton@cannonconstructioninc.com SUBJECT: Request for Undergrounding Exemption (JB#401676, MFP20004479, 12627 SE Petrovitsky Rd) Dear Ms. Heaton: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction, Inc. overlash approximately 1,878 lineal feet of new 96ct fiber to existing Puget Sound Energy (PSE) poles along the following route:  Beginning at the pole located on the northeast corner of property 12627 SE Petrovitsky Rd,  East along the south side of SE Petrovitsky for 649 lineal feet,  North across SE Petrovitsky Rd along the east side of 129th Ave SE for 1,044 lineal feet,  West for 185 lineal feet along the south side of SE 172nd St, and  Ending at the pole on the northeast corner of property 17204 128th Ave SE. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast Job JB#401676 Page 2 of 2 October 23, 2020 DECISION: The requested exemption from underground utility installation requirements (RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, November 6, 2020. Due to Governor Jay Inslee’s Proclamation 20-25 (“Stay Home, Stay Healthy”), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. If the situation changes such that the City Clerk’s Office is open when you file your appeal, you have the option of filing the appeal in person. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbe, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Rhonda Resnik, Comcast Rhonda_Resnik@comcast.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20004479 Engineering 1 Engineering General Conditions Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2 Engineering General Conditions The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 3 Engineering General Conditions A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4 Engineering General Conditions Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. Page 1 of 1