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Home My WebLink AboutMFP26001995.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001995 IVR Number: 26001995 Permit Information Permit Name: Ziply Pacific LLC 6024832 / P-110952 Address/Location:04/17/2026Application Date:1823059253Parcel Number: 300 SW 7TH ST Permit Type:05/28/2026Issue Date:Franchise Permit Work Class:05/28/2027Expiration Date:Major Utility Job Number: 6024832Franchise Type:Cable Description: Ziply Pacific LLC Master Franchise Agreement, ORD 6182. Ziply to bore in the ROW 331' and then bore onto private property. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Stephanie Perkins Ziply Fiber 426 E Casino Rd Everett, WA 98208 B: (951) 675-5019 H: (951) 675-5019 C: (951) 675-5019 ApplicantX Eric Moore North Sky Communications LLC B: (360) 584-3994Contact Michael Smith North Sky Communications 21320 84th Ave S Kent, WA 98032 C: (206) 305-5881Contractor Business License Number: 36846Construction Contractor: NORTHSC857Q4 FACILITIES & OPERATIONS CTR 300 SW 7TH ST RENTON , WA 98055 Owner 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 codes and ordinances. 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 MFP26001995 Monday Friday 8:00am 3:00pm Scott Warlick CED 5/28/2026 SIDEWALK CLOSEDCROSS HERE 15'219'331' TRENCH BORESIDEWALK CLOSEDCROSS HERE S S LB ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD RIGHT LANECLOSEDAHEAD X X X X XX X LIND AVE SW 300RECEIVINGPIT MH 360-118 NEW HH 1PLACEMENT NEW HH 2PLACEMENT SW 7TH ST SW 7TH ST HARDIE AVE SW HARDIE AVE SW SPEEDLIMIT25 SPEEDLIMIT25 SPEEDLIMIT30SPEEDLIMIT30 SPEEDLIMIT30 SW 7TH ST @ LIND AVE SWTRENCH & BORE / NEW HH PLACEMENTS / RESTORERIGHT LANE CLOSURE TRAFFIC CONTROL PLANJOB # P-110952 PERMIT # LegendArrowboard (Chevron)BORE PITCONESHANDHOLEMANHOLESSPOTTERTRENCHWORK AREAWORK TRUCKDate:4/9/2026 Author:Darlene Durr, Traffic Control Supervisor Project:P-110952 TCS CERT:#ES2 000148 DESIGNED FOR ZIPLY:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT. UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com NOT TO SCALE NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS. CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L 770 6 6810161519 345599999 711 11181820 406075225250275115115165295495550605660715 85150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666 3334477 2025303540455055606570 2535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570 MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 68810 3455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 1010 34556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012) ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)Drafted: 4/9/2026Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr SPEED (MPH)LENGTH (FEET)HOST VEHICLE WEIGHT9,900 TO 22,000 LBS.HOST VEHICLE WEIGHT> 22,000 LBS.25 30 35 40 45 50 55 60 65 70155'200'250'305'360'425'495'570'645'730'< 45 MPH > 55 MPH> 55 MPH < 45 MPH45 - 55 MPH 45 - 55 MPH100'100'150'74'123'172'NO SPECIFIED DISTANCE REQUIRED BUFFER DATA PROTECTIVE VEHICLE (WORK VEHICLE) = R TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = RLONGITUDINAL BUFFER SPACE = B Comments: THIS IS TO TRENCH & BORE, PLACE NEW HH1 & NEW HH2, ANDRESTORE AS REQUIRED.THIS IS A RIGHT LANE CLOSURE.SIDEWALK CLOSED AT WORK AREA.PEDESTRIANS DETOURED TO OTHER SIDE AT CROSSWALK OFLIND AVE AND MID BLOCK.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.COORDINATE WITH PROPERTY OWNER FOR WORK AT BUILDING.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS. N www.invarion.comMFP26001995 WORK DETAILS: 60 2 4 8 3 2 _ S P . d w g 708 First Street Snohomish, WA 98290 DATE: 360.563.9000 PR O J E C T N U M B E R : PR O J E C T A D D R E S S : FI L E N A M E : DESIGNED BY: ATCO CONTACT: NE A R E S T I N T E R S E C T I O N SHEET:SCALE: LEGEND: EXISTING UTILITY POLE PROPOSED NEW POLE EXISTING HANDHOLE PROPOSED NEW HANDHOLE [2'x3'] EXISTING MANHOLE PROPOSED NEW MANHOLE EXISTING FLOWER POT PROPOSED NEW FLOWER POT EXISTING UNDERGROUND UTILITY PROPOSED UNDERGROUNDCONSTRUCTION [HAND DIG, BORE] EXISTING AERIAL SPAN PROPOSED AERIAL SPAN ACCESS HANDHOLE AND BORE TO HH1 CENTER LINE PARCEL LIMITS [PROPERTY LINE] 60 2 4 8 3 2 SW 7 T H S T & L I N D A V E S W 30 0 S W 7 T H S T R E N T O N W A 9 8 0 5 7 EOP EDGE OF PAVEMENT ROW RIGHT OF WAY - BORE PIT TO BE BACKFILLED AND COMPACTED IN 12" LIFTS WITH MATERIAL REMOVED - FLOW OF ANY NEARBY DRAINAGE MUST BE MAINTAINED AT ALL TIMES - PROTECT ROOTS AT ALL TREE LOCATIONS, FIELD ADJUST AS NECESSARY MINIMUM STANDARDS FOR DIRECTIONAL BORING 48" MIN12" MIN FROM EX. UTILITIES EX. GRADE RECEIVE PITBORE PIT - PLACE END MARKER WITH UTILITY OWNER'S NAME DESCRIBING CONDUIT STREET CROSSINGS TYPICAL BORE DETAILS Everett, WA 98206 NEXISTING TERMINAL PROPOSED TERMINAL CITY OF RENTON 80 ' ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW E O P EO P EO P EO P EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP ROWROWROWROWROWROWROWROW RO W RO W RO W RO W 35 '35 ' RESTORATION PER CITY OF RENTON STANDARDS POTHOLE ALL EXISTING UTILITIESThis permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR MFP26001995