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Home My WebLink AboutMFP22006189.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22006189 IVR Number: 22006189 Permit Information Permit Name: Comcast Cable Franchise Permit CSG 716085 Address/Location:11/28/2022Application Date:7224000340Parcel Number: 247 PARK AVE N Permit Type:12/21/2022Issue Date:Franchise Permit Work Class:12/21/2023Expiration Date:Minor Utility Job Number: CSG 716085Franchise Type:Cable Description: Comcast Job CSG 716085 Requesting to bore 105' and 5 x 5 open cut, 5 x 2 open cut, and 8 x 5 open cut in r/w and place 2" PVC. Begin at pole East of Park Ave N bore 58' then open cut 5 x 5, open cut 5 x 2', bore 42' under road, open cut 8 x 5 and continue boring 5' to private property. 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. POTHOLE ALL EXISTIN UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS Contacts Name Address PhoneTypeBilling Michele Moore Prince Telecom LLC 13701 24th St E, 24th St E Sumner, WA 98390 H: (206) 388-4316ApplicantX Fahm Saelee Prince Telecom Applicant Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact 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 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 716085 247 Park Ave N Renton,WA 98057 MONDAY -FRIDAY 1 DAY 8AM 3PM Prince Telecom LLC Fahm Saelee or Ryan Wilkerson 206-743-2173 or 253-261-1882 13701 24th St E Bldg "G"Sumner,WA 98390 Requesting to bore 105'and 5 x 5 open cut,5 x 2 open cut,and 8 x 5 open cut in r/w and place 2"PVC.Begin at pole East of Park Ave N bore 58'then open cut 5 x 5,open cut 5 x 2',bore 42'under road,open cut 8 x 5 and continue boring 5'to private property.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. MFP22006189 Scott Warlick CED 12/21/2022 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) 11/28/2022 Fahm Saelee Fahm Saelee Stoplight -ROADWORKAHEADW20-1 100' A Park Ave NTYPICAL 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 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 115125 150 165180 205225245 270 295 320 450 495 540 500 550 600 550 605660 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 20253035 404550 556065 70 70105 150205270450500550600650700 668810 161415161719 3555 75105135 225250275 300325350 345569889910 75115165225295495550605660 715770 679911181516181920 40 6085115 150250285305330370385 3455698 991011 80125180245320540600660720780840 67109121916 18192122 40 6590125160270300330360390420 3455 61099 101112 2025303540455055606570 25 35507090150170185200220235 3 3344 6666 77 Shoulder tapers equalsshoulder Width x Speed/3 247 NORTH NOT TO SCALE KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOPKENNY STERTZTRAFFIC CONTROL SUPERVISORWashington Oregon ((ID# WA016416 SJ833BD.O.E 03/29/2026 5/31/2024 SPOTTER -sidewalk-Pole <58'>cones -sidewalkSIDEWALKCLOSED R9-9 Lighted - arrow board Open cut - N 2nd St N 4th StONE WAYR6-1 R6-1ONE WAY N 3rd St ROADWORKAHEAD W20-1RIGHT LANECLOSEDAHEAD W20-5200'200'ABROADWORKAHEADW20-1RIGHT LANECLOSEDAHEADW20-5200'200'AB150' taperW4-2200'C150' taperW4-2200'C5'x5'8'x5'Road bore<42'><5'>Drivewayparking parking Drivewayalleyparking ROADWORKAHEADW20-1100'AROADWORKAHEADW20-1 100' A Prince telecom telecommunications installation Fahm Salee 206-743-2173 JOB # CSG 716085 -Minimum 10' Lanes-Sidewalk shall be closed -Spotter will be onsite to Guide any Pedestrians pass the work area NOTES : www.invarion.comMFP22006189 Stoplight -ROADWORKAHEADW20-1 100' A Park Ave NTYPICAL 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 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 1112 105 115125 150 165 180 205 225245 270 295 320 450 495 540 500 550 600 550 605 660 660 720 -----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 2025303540455055606570 70105150205270450500550600650700 6 68810161415161719 35 5575105135225250275300325350 3455 6988 9910 75 115165225295495550605 660715770 679911 181516 181920 406085115150250 285305330 370385 34556989910 11 80125180245320540600660720780840 671091219 1618192122 406590125160270300330360390420 345 56109 9101112 20 253035 40455055606570 25355070 90150170185200220235 3334 4666677 Shoulder tapers equalsshoulder Width x Speed/3 247 NORTH NOT TO SCALE KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION PH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOP KENNY STERTZTRAFFIC CONTROL SUPERVISOR Washington Oregon ((ID# WA016416 SJ833BD.O.E 03/29/2026 5/31/2024sidewalk-Pole <58'>cones -sidewalkLighted - arrow board Open cut - N 2nd St N 4th StONE WAYR6-1 R6-1ONE WAY N 3rd St 150' taper150' taper5'x2'Road bore<42'><5'>Drivewayparking parking Drivewayalleyparking ROADWORKAHEADW20-1100'AROADWORKAHEADW20-1 100' A Prince telecom telecommunications installation Fahm Salee 206-743-2173 JOB # CSG 716085 W20-1W20-5ROADWORKAHEAD200'AB200'LEFT LANECLOSEDAHEADW4-2C200'W4-2C200'W20-1W20-5ROADWORKAHEAD200'AB200'LEFT LANECLOSEDAHEADNOTES -Sidewalk / crosswalk shall remain open -Minimum 10' Lanes www.invarion.comMFP22006189 Place Large Photo Detail Here CSG 716085 0 247 Park Ave N Renton, WA 98057 SOW Detail Overview Requesting to bore 105' and 5 x 5 open cut, 5 x 2 open cut, and 8 x 5 open cut in r/w and place 2" PVC. Begin at pole East of Park Ave N bore 58' then open cut 5 x 5, open cut 5 x 2', bore 42' under road, open cut 8 x 5 and continue boring 5' to private property. 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:Fahm Saelee 206-743- 2173 Rev POLE 58' ROW BORE 5 X 5 OPEN CUT 5 X 2 OPEN CUT42' ROAD BORE 8 X 5 OPEN CUT 5' ROW BORE RESTORATION PER CITY OF RENTON STANDARDS POTHOLE ALL EXISTING UTILITIES MFP22006189 Requesting to bore 105' and 5 x 5 open cut, 5 x 2 open cut, and 8 x 5 open cut in r/w and place 2" PVC. Begin at pole East of Park Ave N bore 58' then open cut 5 x 5, open cut 5 x 2', bore 42' under road, open cut 8 x 5 and continue boring 5' to private property. 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:Fahm Saelee 206-743- 2173 Rev Place Large Photo Detail Here CSG 716085 0 247 Park Ave N Renton, WA 98057 SOW Detail Overview POLE 58' ROW BORE 5 X 5 OPEN CUT 5 X 2 OPEN CUT 42' ROAD BORE 8 X 5 OPEN CUT 5' ROW BORE MFP22006189 Requesting to bore 105' and 5 x 5 open cut, 5 x 2 open cut, and 8 x 5 open cut in r/w and place 2" PVC. Begin at pole East of Park Ave N bore 58' then open cut 5 x 5, open cut 5 x 2', bore 42' under road, open cut 8 x 5 and continue boring 5' to private property. 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:Fahm Saelee 206-743- 2173 Rev Place Large Photo Detail Here CSG 716085 0 247 Park Ave N Renton, WA 98057 SOW Detail Overview POLE 58' ROW BORE MFP22006189 Place Large Photo Detail Here CSG 716085 0 247 Park Ave N Renton, WA 98057 SOW Detail Overview Prepared By:Fahm Saelee 206-743- 2173 Rev Requesting to bore 105' and 5 x 5 open cut, 5 x 2 open cut, and 8 x 5 open cut in r/w and place 2" PVC. Begin at pole East of Park Ave N bore 58' then open cut 5 x 5, open cut 5 x 2', bore 42' under road, open cut 8 x 5 and continue boring 5' to private property. 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 Date 5 X 5 OPEN CUT 5 X 2 OPEN CUT 42' ROAD BORE8 X 5 OPEN CUT 5' ROW BORE MFP22006189