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Home My WebLink AboutMFP20001646.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20001646 IVR Number: 20001646 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/16/2020Application Date:2525500680Parcel Number: 174 UNION AVE NE Permit Type:04/27/2020Issue Date:Franchise Permit Work Class:04/27/2021Expiration Date:Minor Utility Job Number: 577188Franchise Type:Cable Description: REVISION: 3 street cuts needed to expose utilities to maintain clearance. REVISION: Bore 76' in ROW and place 2" PVC. Begin at pole se corner of 157's property. bore 17' then bore 46' under union Ave NE, Bore 3' then bore 5' under sidewalk and continue boring ' to place a 9" flush mount carson box Comcast to bore 122' in ROW and place 2" PVC. Begin @ CATV ped SW corner of 176's property. bore 16' then bore 5' under sidewalk. bore 12' then bore 24' under driveway. bore 50' then 5' under sidewalk and continue boring 10' to place a 9" flush mount carson box. Pothole all existing utilities. Restoration per City of Renton standards. APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling 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 Cody Shackett Comcast Cable Communications 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 2/1/2018 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov REVISION - FRANCHISE PERMIT APPLICATION Published: 2/1/2018 TO THE APPLICANT: Only Current Issued Permits Qualify for a Revision. For any work related to an expired or finaled permit, a new Franchise Permit Application shall be required. Submit an electronic copy of the plans with the Revision Franchise Permit Application to franchisepermits@rentonwa.gov. Permit # Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Approved Description of Work: Proposed Description of Work: Reason for change of work: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date MHP20001646 Comcast Cable Communication Management CSG 577188 206-388-4316 Michele Moore Michele.moore@princetelecom.com 174 Union Ave NE CSG 877188 BORE 71 in ROW and place 2"" PVC On the SAME ROUTE- 3 2X5 street cuts are needed to expose utilities as shown on revised site map Existing underground utilities need exposed to maintain clearance 9/1/2020Michele Moore RESTORATION PER CITY OF RENTON STANDARDS Scott Warlick MFP20001646 Scott Warlick CED 4/16/2020 157 Union Ave Ne 174 176 sidewalk Road boreSWB planter strip<3'><17'> carsonset Pole -<46'><5'>NORTHNOT TO SCALEKENNY"S TRAFFIC ZONE PLANS Kenny StertzLongview , Watraficplayr@aol.comTCS # 5663 cones -ROADWORKAHEADW20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'flagger -ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADROADWORKAHEADW20-1 W20-7aW20-4 100' A B C 100'100'ONE LANEROADAHEADPrince telecom telecommunications installation Fahm Salee 253-891-2899 JOB # CSG 577188 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 2025303540455055606570 70105150205270450 500550600 650700 66 88101614 15161719 355575105135225250275300325350 3 455698 89910 75115165225295495550605660715770 679 911181516181920 406085115150 250285305330370385 34556 98991011 80125180245320 540600660720780840 6710 912191618192122 4065 90125160270300330360390420 3455610 99101112 2025 30354045 5055606570 2535507090150170185200220235 3 3344666677 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 270295 320 450495540 500 550 600 550605660 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 70155200250305360425495570645730 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 <5'>Open cut - 2'x5' 5'x15' sidewalk www.invarion.com 157 Union Ave Ne 174 176 sidewalk Road boreSWB planter strip<3'><17'> carsonset Pole -<46'><5'>NORTHNOT TO SCALEKENNY"S TRAFFIC ZONE PLANS Kenny StertzLongview , Watraficplayr@aol.comTCS # 5663 cones -ROADWORKAHEADW20-1W20-7bABBE PREPAREDTO STOP100'100'W20-7aC100'flagger -ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADROADWORKAHEADW20-1 W20-7aW20-4 100' A B C 100'100'ONE LANEROADAHEADPrince telecom telecommunications installation Fahm Salee 253-891-2899 JOB # CSG 577188 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 2025303540455055606570 70105150205270450 500550600 650700 66 88101614 15161719 355575105135225250275300325350 3 455698 89910 75115165225295495550605660715770 679 911181516181920 406085115150 250285305330370385 34556 98991011 80125180245320 540600660720780840 6710 912191618192122 4065 90125160270300330360390420 3455610 99101112 2025 30354045 5055606570 2535507090150170185200220235 3 3344666677 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 270295 320 450495540 500 550 600 550605660 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 70155200250305360425495570645730 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 <5'>Open cut - 2'x5' 2'x2' www.invarion.com REVISION FOR MFP20001646 CUTS NEEDED TO EXPOSE UTILITIES