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Home My WebLink AboutMFP24000366.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000366 IVR Number: 24000366 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:01/24/2024Application Date:3629150010Parcel Number: 3807 PARK AVE N Permit Type:02/01/2024Issue Date:Franchise Permit Work Class:01/31/2025Expiration Date:Minor Utility Job Number: 615125Franchise Type:Cable Description: Comcast CSG 615125 Requesting to bore 92' in ROW and place 2" PVC. From the service pole on the west side of 3820's property boring 43' south then west 36' under road and 5' under sidewalk then 8' south to existing splice ped. Will need a 2'x13' cut in asphalt road and a 5'x20' sw panel. Utility crossing to be potholed to ensure required separation is maintained, locations to be identified at pre con inspection. All substructures have a 36 inch cover. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Christie Walker Prince Telecom 13701 24th St E Building G, Building G Sumner, WA 98390 B: (253) 294-6548ApplicantX Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact 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 BERG TAMARA LEAH 3807 PARK AVE N RENTON , WA 98056 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 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.  Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o 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. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering CSG 615125 3807 Park Ave N Renton,WA 98056 MONDAY -FRIDAY 1 DAY 8AM 3PM Prince Telecom LLC Christie Walker or Ryan Wilkerson 253-294-6548 or 253-261-1882 13701 24th St E Bldg "G"Sumner,WA 98390 Requesting to bore 92'in ROW and place 2"PVC.From the service pole on the west side of 3820's property boring 43'south then west 36'under road and 5'under sidewalk then 8'south to existing splice ped.Will need a 2'x13'cut in asphalt road and a 5'x20'sw panel.Utility crossing to be potholed to ensure required separation is maintained,locations to be identified at pre con inspection.All substructures have a 36 inch cover MFP24000366 Scott Warlick CED 2/1/2024 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING:  Must have approved Traffic Control Plan (TCP) prior to commencing the work.  Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians.  WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way.  Comply with all traffic regulations of the City of Renton and the State of Washington.  Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices.  Notify emergency services (253-852-2121) 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 a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  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 R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.  Indemnify and hold harmless the City 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 Permit Holder’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 City within the scope of this Agreement, Permit Holder 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.  All permit conditions shall be met. NOTES:  Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.  Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT.  Approved Temporary Traffic Control Plan 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.  Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours.  Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021  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 Traffic Control Plan 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). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) 1/22/2024 Christie Walker NORTH NOT TO SCALE sidewalk 3807 sidewalk Park Ave N N 38th StKENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689 TRAFICPLAYR@AOL.COMLongview, Wa STOP KENNY STERTZ TRAFFIC CONTROL SUPERVISOR Washington Oregon ((ID# WA016416 SJ833BD.O.E 03/29/2026 5/31/2024 cones - flagger - ROADWORKAHEAD W20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADROADWORKAHEADW20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'ROADWORKAHEADW20-1 W20-7aW20-4 100' A B C 100'100'ONE LANEROADAHEADDriveway Tie in poleexisting 42' 5' 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 TRUCK FLAT 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 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 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 MINIMUM TAPER LENGTH = L (feet) POSTED SPEED (mph)25 30 35 40 45 50 55 60 65 70 LANEWIDTH(feet) 101112 105 115 125 150165 180 205 225245 270 295 320 450495 540 500550 600 550605 660 660 720 ----- 780 840 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-grade intersections, 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 20253035404550 55 60 65 70 70105 150 205 270 450 500 550 600 650 700 668810 161415161719 355575105 135 225 250275300325350 34556 9 889910 75115165225 295 495550605660715 770 67 9 9 11181516181920 406085115150250285 305 330 370385 3 455698 991011 80 125180245320540 600 660720780840 6710 9121916 18192122 406590125 160270300330360390420 3 455610 99101112 202530 35 40 455055606570 25355070 90150170185200220 235 3334 46666 77 Shoulder tapers equalsshoulder Width x Speed/3 Taper Length Criteria for Type of Taper Merging Taper Shifting Taper Shoulder Taper One-Lane, Two-Way Traffic Taper Downstream Taper at least L at least 0.5 L 50 Feet Minimum, 100 Feet maximum Temporary Traffic Control Zones Taper Length at least 0.33 L 50 Feet Minimum, 100 Feet maximum Prince telecom telecommunications installation Christie Walker 253-891-2899 JOB # CSG615125 X RB2'x13'Asphalt Rd cut 5'x20'sidewalk panelRestroration parkingNOPARKING7 AM -6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T3832'5' 8' 43'SWBSIDEWALKCLOSED R9-9 SIDEWALK CLOSEDAHEAD CROSS HERE R9-11 DETOURDETOURM4-9b DETOUR DETOUR DETOURDETOUR -Minimum 10' Lanes NOTES : -No Parking signs shall be placed 24hrs in advance of work-Sidewalk shall be closed -If Steel plates are to be used then signs will be placed at time of use, signs will consist of Steel plates on roadway & Motorcycles use extreme caution 100 A W8-24 100 MOTORCYCLESUSE EXTREMECAUTIONB W21-1701STEELPLATES ONROADWAYFlagger will help Vehicles at Driveways and Pedestrians get pass the work area - www.invarion.com MFP24000366 NORTH NOT TO SCALE sidewalk 3807 sidewalk Park Ave N N 38th StKENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOP KENNY STERTZ TRAFFIC CONTROL SUPERVISOR Washington Oregon ((ID# WA016416 SJ833BD.O.E 03/29/2026 5/31/2024 cones -flagger - ROADWORKAHEAD W20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADROADWORKAHEADW20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'ROADWORKAHEADW20-1 W20-7aW20-4 100' A B C 100'100'ONE LANEROADAHEADDriveway Tie in poleexisting 42' 5' TYPICAL PROTECTIVE VEHICLE 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 ACCORDANCE WITH 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 AND NO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION 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 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 MINIMUM TAPER LENGTH = L (feet) POSTED SPEED (mph)25 30 35 40 45 50 55 60 65 70 LANEWIDTH(feet) 10 11 12 105 115 125 150 165 180 205 225 245 270 295320 450 495540 500 550600 550 605 660 660 720 ----- 780 840 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 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 2025 30 35 40455055606570 70105150205270450500550600650700 66 881016141516 1719 35 55 75105135225250275300 325 350 345 56988 9 910 75 115 165225295495550605 660715770 6799111815 16 18 1920 40 60 85 115 150250285305330370385 3455 6989910 11 80125180245 320540600660720780 840 67 1091219 16181921 22 4065 90125160270 300330360390 420 345 5 61099 10 1112 20253035404550556065 70 25 35507090150170 185 200220235 33 34466 6677 Shoulder tapers equalsshoulder Width x Speed/3 Taper Length Criteria for Type of Taper Merging Taper Shifting Taper Shoulder Taper One-Lane, Two-Way Traffic Taper Downstream Taper at least L at least 0.5 L 50 Feet Minimum, 100 Feet maximum Temporary Traffic Control Zones Taper Length at least 0.33 L 50 Feet Minimum, 100 Feet maximum Prince telecom telecommunications installation Christie Walker 253-891-2899 JOB # CSG615125 X RB2'x13'Asphalt Rd cut 5'x20'sidewalk panelRestroration parkingNOPARKING7 AM -6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 R7-T3832'5'8' 43'SWBSIDEWALKCLOSED R9-9 SIDEWALK CLOSEDAHEAD CROSS HERE R9-11 DETOURDETOURM4-9b DETOUR DETOUR DETOURDETOUR -Minimum 10' Lanes NOTES : -No Parking signs shall be placed 24hrs in advance of work-Sidewalk shall be closed -If Steel plates are to be used then signs will be placed at time of use, signs will consist of Steel plates on roadway & Motorcycles use extreme caution 100 A W8-24 100 MOTORCYCLESUSE EXTREMECAUTIONB W21-1701STEELPLATES ONROADWAYFlagger will help Vehicles at Driveways and Pedestrians get pass the work area - www.invarion.com MFP24000366 DatePrepared By:Christie Walker 253-294-6548 Rev Place Large Photo Detail Here CSG 615125 3807 Park Ave N Renton, WA 98056 SOW Detail Overview Requesting to bore 92' in ROW and place 2" PVC. From the service pole on the west side of 3820's property boring 43' south then west 36' under road and 5' under sidewalk then 8' south to existing splice ped. Will need a 2'x13' cut in asphalt road and a 5'x20' sw panel. Utility crossing to be potholed to ensure required separation is maintained, locations to be identified at pre con inspection. All substructures have a 36 inch cover. Date: ENGINEERED FOR:DROP BURY REVISION Comcast ESS EXISTING POLE/TIE IN POINT 43' ROW BORE 5' SWB 36' ROAD BORE 8' ROW BORE 5'X20' SW CUT 2'X13' ASPHALT ROAD CUT MFP24000366 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS Requesting to bore 92' in ROW and place 2" PVC. From the service pole on the west side of 3820's property boring 43' south then west 36' under road and 5' under sidewalk then 8' south to existing splice ped. Will need a 2'x13' cut in asphalt road and a 5'x20' sw panel. Utility crossing to be potholed to ensure required separation is maintained, locations to be identified at pre con inspection. All substructures have a 36 inch cover. Date: ENGINEERED FOR:DROP BURY REVISION Comcast ESS DatePrepared By:Christie Walker 253-294-6548 Rev Place Large Photo Detail Here CSG 615125 3807 Park Ave N Renton, WA 98056 SOW Detail Overview EXISTING POLE/TIE IN POINT 43' ROW BORE 5' SWB 36' ROAD BORE 2'X13' ASPHALT ROAD CUT MFP24000366 Requesting to bore 92' in ROW and place 2" PVC. From the service pole on the west side of 3820's property boring 43' south then west 36' under road and 5' under sidewalk then 8' south to existing splice ped. Will need a 2'x13' cut in asphalt road and a 5'x20' sw panel. Utility crossing to be potholed to ensure required separation is maintained, locations to be identified at pre con inspection. All substructures have a 36 inch cover. Date: ENGINEERED FOR:DROP BURY REVISION Comcast ESS DatePrepared By:Christie Walker 253-294-6548 Rev Place Large Photo Detail Here CSG 615125 3807 Park Ave N Renton, WA 98056 SOW Detail Overview 8' ROW BORE 5'X20' SW CUT MFP24000366