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Home My WebLink AboutMFP21001813.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21001813 IVR Number: 21001813 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/21/2021Application Date:2787720990Parcel Number: 2021 VASHON AVE NE Permit Type:05/12/2021Issue Date:Franchise Permit Work Class:05/12/2022Expiration Date:Minor Utility Job Number: 608485Franchise Type:Cable Description: REVISION: Bore 76' and open cut in ROW and place 2" conduit. re routed to avoid sidewalk panel removal. Pothole all existing utilities. Restoration per city of Renton standards Contacts Name Address PhoneTypeBilling Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Fahm Saelee Prince Telecom Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Akisha Brown Prince Telecom Inc 551A Mews Dr New Castle, DE 19720 B: (302) 482-8893 C: (302) 482-8892 Contractor Business License Number: 29850Electrical Contractor: PRINCTL834BF Construction Contractor: PRINCTL862PS 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 MFP21001813 Scott Warlick 8/4/2021 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 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 Comcast Job 608485 2021 Vashon Ave NE Renton,WA 98059 Monday Friday 8:00AM 3:00PM Bore 76'and open cut 2'x5' in r/w and place 2"PVC. Prince Telecom LLC 253 891 2899 Comcast Cable Communications Management, LLC rhonda_resnik@comcast.com 410 Valley Ave NW Ste:12 Bldg C Puyallup, WA 98371 MFP21001813 Scott Warlick CED 8/4/2021 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 Fahm Saelee 8/1/2021Fahm Saelee Place Large Photo Detail Here CSG 608485 0 2021 Vashon Ave NE Renton, WA 98059 SOW Detail Overview Prepared By:Fahm Saelee 206-743- 2173 Rev REVISION: MFP21001813 Requesting to bore 76' and (2) 2'x5' open cut in r/w and place 2" PVC. Begin at CATV ped NE corner of 2020's property bore 5' then bore 5' under sidewalk, bore 22' then bore 33' under road with (2) 2'x5' open cut to expose utilties, bore 3' then bore 5' under sidewalk and continue boring 3' to private property. Utility crossing to be potholed to ensure required separation is maintained, locations to be identified at pre-con inspection. All substructure to have 36" cover. Date: ENGINEERED FOR:DROP BURY REVISION Comcast ESS Date CATV PED CATV PED 5' ROW BORE 5' SWB 22' ROW BORE 2'x5' OPEN CUT TO EXPOSE WATER 2'x5' OPEN CUT TO EXPOSE GAS 33' ROAD BORE 3' ROW BORE 3' ROW BORE 5' SWB Pothole all existing utilities RESTORATION PER CITY OF RENTON STANDARDS MFP21001813 sidewal kplanter s t r i p Ne 20th StVashon Ave Ne NOTES: -Sidewalk shall be closed -Spotter/Flagger will be onsite to help anyPedestrians get pass the work area SIDEWALK CLOSED R9-9 SIDEWALK CLOSED <5'>Prince telecom telecommunications installation Fahm Salee 206-743-2173 JOB # CSG608485 KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOP KENNY STERTZTRAFFIC CONTROL SUPERVISOR Washington Oregon ID# WA016416 743390((cones - flagger - NORTH NOT TO SCALE SIGN SPACING = X (FEET) (1) FREEWAYS & EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS and URBAN ARTERIALS RURAL ROAD, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 55/70 mph 60/65 mph 45/55 mph 35/40 mph 25/30 mph 25mph or less 1500ft +/- 800ft +/- 500ft +/- 350ft +/- 200ft +/-(2) 100ft +/-(2) (1) All spacing may be adjusted to accomodate interchange ramps, at-gradeintersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. MERGING, SHIFTING, and SHOULDER TAPER LENGTHS and NUMBER OF CHANNELIZATION DEVICES USED 10ft LANE 11ft LANE 12ft LANE L L L1/2L 1/2L 1/2L Lanewidth MPH Merging Merging MergingDevicesShiftingDevicesDevicesDevicesDevices DevicesShiftingShifting SHOULDER TAPERS(assume 10ft shoulders) 1/3L Devices(FT)LengthMPH 20 25 30354045 50556065 70 70105150 205270450 500 550600650 700 66 8 810161415 16 1719 3555 75 105135225250 275 300325350 3 4556988 9 9 10 75115 165 225295495550605660 715 770 679 9 11181516 18 1920 4060 85115150250 285305330370 385 345569 8 991011 80125180245320540 600 660 720780840 67 10 9 12 19 16 18192122 40 65 90 125 160 270300330360390420 345561099 10 11 12 202530 35404550 55606570 2535 50 7090150170185200 220 235 3 3 3 4466667 7 Shoulder tapers equalsshoulder Width x Speed/3 MINIMUM TAPER LENGTH = L (feet) POSTED SPEED (mph)25 30 35 40 45 50 55 60 65 70 LANEWIDTH(feet) 101112 105115125 150165180 205225245 270 295 320 450 495 540 500 550 600 550605660 660 720 -----780 840 TYPICAL PROTECTIVEVEHICLE TYPEWITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARYOPERATION(ft) 30 MIN. 100 max. MINUMIM WEIGHT 16000 LBS(MAXIMUM WEIGHT SHALL BE IN ACCORDANCEWITH MANUFACTURER RECOMMENDATION 4 YARD DUMP TRUCKSERVICE TRUCKFLAT BED, ETC PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE LONGITUDINAL BUFFER SPACE = B ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE IF NO TMA IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS ANDNO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (mph) LENGTH (ft) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 CHANNELIZING DEVICE SPACING CHART (FEET) 50/70 35/45 20/30 mph *Half-Spacing*TAPER TANGENT 20 N/A 40 30 20 80 60 40N/A ROADWORKAHEAD W20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEAD ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADCATVped 21012021 2107 2104<89'>2020 Gas <5'>swb <22'>Road bore2'x5'Open cut <33'><3'><5'>swb<3'>www.invarion.com MFP21001813 sidewal kplanter s t r i p Ne 20th StVashon Ave Ne NOTES: -Sidewalk shall be closed -Spotter/Flagger will be onsite to help any Pedestrians get pass the work area SIDEWALKCLOSED R9-9 SIDEWALK CLOSED<5'>Prince telecom telecommunications installation Fahm Salee 206-743-2173 JOB # CSG608485 KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOP KENNY STERTZTRAFFIC CONTROL SUPERVISOR Washington Oregon ID# WA016416 743390((cones - flagger - NORTH NOT TO SCALE SIGN SPACING = X (FEET) (1) FREEWAYS & EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS and URBAN ARTERIALS RURAL ROAD, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 55/70 mph 60/65 mph 45/55 mph 35/40 mph 25/30 mph 25mph or less 1500ft +/- 800ft +/- 500ft +/- 350ft +/- 200ft +/-(2) 100ft +/-(2) (1) All spacing may be adjusted to accomodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. MERGING, SHIFTING, and SHOULDER TAPER LENGTHSand NUMBER OF CHANNELIZATION DEVICES USED 10ft LANE 11ft LANE 12ft LANE L L L1/2L 1/2L 1/2L Lanewidth MPH Merging Merging MergingDevicesShiftingDevicesDevicesDevicesDevices DevicesShiftingShifting SHOULDER TAPERS(assume 10ft shoulders) 1/3L Devices(FT)LengthMPH 202530 35 40455055 606570 70 105150205 270 450500550 600650700 668810 1614151617 19 355575105135 225250275300325 350 345 5 6 9889910 75115165225295 495 550605660715770 6 7991118 15161819 20 406085115 150250285305 330370385 34 5 569899 10 11 80125 180 245 320540600660720780 840 6710912191618192122 406590125160270300330360390420 345 5 61099101112 20 25303540 45505560 6570 2535507090 150 170185200220235 333446 6 6677 Shoulder tapers equalsshoulder Width x Speed/3 MINIMUM TAPER LENGTH = L (feet) POSTED SPEED (mph) 25 30 35 40 45 50 55 60 65 70 LANEWIDTH(feet) 1011 12 105 115 125 150 165 180 205 225 245 270295320 450495540 500550600 550 605 660 660720 -----780 840 TYPICAL PROTECTIVEVEHICLE TYPEWITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARYOPERATION(ft) 30 MIN. 100 max. MINUMIM WEIGHT 16000 LBS(MAXIMUM WEIGHT SHALL BE IN ACCORDANCEWITH MANUFACTURER RECOMMENDATION 4 YARD DUMP TRUCKSERVICE TRUCKFLAT BED, ETC PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCELONGITUDINAL BUFFER SPACE = B ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE IF NO TMA IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS ANDNO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION BUFFER DATALONGITUDINAL BUFFER SPACE = B SPEED (mph) LENGTH (ft)25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 CHANNELIZING DEVICE SPACING CHART (FEET) 50/70 35/45 20/30 mph *Half-Spacing*TAPER TANGENT 20 N/A 40 30 20 80 60 40N/A ROADWORKAHEAD W20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEAD ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADCATVped 21012021 2107 2104<89'>2020 water <5'>swb <22'>Road bore2'x5'Open cut<33'><3'><5'>swb<3'>www.invarion.com MFP21001813