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Home My WebLink AboutMFP25004603.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25004603 IVR Number: 25004603 Permit Information Permit Name: C.3074603 Address/Location:09/10/2025Application Date:9188000153Parcel Number: 1300 SW 7TH ST Permit Type:10/02/2025Issue Date:Franchise Permit Work Class:10/02/2026Expiration Date:Minor Utility Job Number: C.3074603Franchise Type:Telephone Description: C.3074603 THIS PROJECT WILL PROVIDE CMS SERVICE TO 1300 SW 7TH ST. EXISTING 216 FIBER CABLE FROM POF MH 113 TO MH 110 PASSING THROUGH MH 109 IN EXISTING CONDUIT. EXISTING 144 FIBER CABLE FROM MH 110 TO MH 665 PASSING THROUGH MH'S IN EXISTING CONDUIT. EXISTING 24 FIBER CABLE FROM MH 665 TO MH 666 IN EXISTING CONDUIT. EXISTING 24 FIBER CABLE FROM MH 666 TO CUST MH IN EXISTING CONDUIT, EXISTING 24 FIBER CABLE FROM CUST MH TO CUSTOMER MPOP IN EXISTING CONDUIT. Contacts Name Address PhoneTypeBilling Prime Electric Inc 3460 161ST Ave SE Bellevue, WA 98008 B: (425) 747-5200Applicant Nathan Macleod Lumen 7850 S Trafton ST BLDG B, BLDG B Tacoma, WA B: (253) 583-6283 H: (253) 583-6283 C: (253) 583-6283 Applicant Angelina Maxwell CentryLink/Lumen 4201 SW GRAHAM ST 1, 1 Seattle, WA 98136 B: (206) 945-0048Applicant Nathan Macleod Lumen 7850 S Trafton St, Bldg B Tacoma, WA 98409 C: (253) 583-6283Applicant Craig McPherson K&B Technical Solutions 6566 SE Lake Rd Suite F Milwaukie, OR 97222 B: (971) 282-2149Applicant Ron Desmet Fibe Solutions 604 W Meeker St., Suite 103 KENT, WA 98032 C: (206) 571-2230Applicant Rebecca Kelley Lumen Technologies, formerly QWEST 23315 66th Avenue Kent, WA 98032 B: (253) 213-2226 C: (253) 213-2226 ApplicantX Kim Parker QWest Corporation 931 14th St, Suite 1000A Denver, CO 80202 B: (303) 992-0752Contact Cheyenne Classen North Sky Communications 2112 97th Ave E Tacoma, WA 98444 Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549Specialized 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 Page 1 of 2THIS 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. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 3/12/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/12/2025 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 AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. 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. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) 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: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Monday Friday 8:00am 3:00pm Scott Warlick CED 10/2/2025 MFP25004603 Page 2 of 6 | Published: 3/12/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 3/12/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL • Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. • Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. • Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) 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 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 TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. • Applicant must comply with all conditions of the application. • The City 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 application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. • No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. • Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. • Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. • Applicant must have the approved TCP prior to commencing the work. • Approved TCP must be at the work site during work hours. • 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. • At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. • When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. • Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 3/12/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. • Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. • Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. • Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH • Applicant must notify City Inspector (425-430-7203) at least twenty-four (24) hours before commencing work. • Applicant must notify Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours before commencing work, if work affects traffic signal operations, including vehicle detection. • Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. • Applicant shall 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 (5) working days (excluding weekends and holidays) prior to starting any work. • Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES • Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. • Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. • If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) • Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES • All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). • Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than three (3) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 3/12/2025 • Road closure notice messages must include at least the following:  ROAD WILL BE CLOSED  MONTH/DAY – MONTH/DAY  _AM - _PM • Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. • Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS • Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION • Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING • Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. • Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. • Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK • Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8) for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. • City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 3/12/2025 • Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. • Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. • The following configurations may require night work:  Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur.  Work at traffic signals that requires shifting two directions of traffic into left turn pockets.  Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection.  Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. • If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT • TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. • Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. • TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. • TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of:  Map(s) showing the location of the project and work area.  All fonts shall be legible and a minimum 10-point font size.  All symbols of viewing or printing shall be clear and contrasting.  All streets shall be labeled, and layout must include a north arrow and scale.  Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.  Show locations where the standard traffic control plans are applied. NOPARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555S 11300SW 7TH STACCESS RDACCESS RDACCESS RDACCESS RDACCESS RD ACCESS RDWORK AREA+- 20' X 30'CUSTMH11300 SW 7TH STCUSTOMER MH SPLICINGPARKING LOT ACCESS/ ACCESS RD OAKESDALE AVE SWSPEEDLIMIT35ROADWORKAHEAD SHOULDERWORKROADWORKAHEAD ROADWORKAHEADTRAFFIC CONTROL PLANJOB # C.3074603 PERMIT # LegendCONESMANHOLESSPOTTERWORK AREAWORK TRUCKDate:9/9/2025 Author:Darlene Durr, Traffic Control Supervisor Project:C.3074603 TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(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 L770668101615193455999997111118182040607522525027511511516529549555060566071585150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666333447720253035404550556065702535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 688103455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 101034556991112 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: 9/9/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr NComments: THIS IS TO ACCESS CUSTOMER MH FOR SPLICING.THIS IS SHOULDER WORK / PARKING LOT ACCESS.SPOTTER WILL ASSIST AT WORK AREA.PARKING RESTRICTED AT WORK AREA.COORDINATE WITH BUSINESSES FOR PARKING RESTRICTION.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.www.invarion.comMFP25004603 SW 7TH STOAKESDALE AVE SWL350'350'350'OAKESDALE AVE SWSPEEDLIMIT35ROADWORKAHEADROADWORKAHEADRIGHT LANECLOSEDAHEADSW 7TH STSPEEDLIMIT30SPEEDLIMIT25SPEEDLIMIT35OAKESDALE AVE SWS350'ROADWORKAHEADROADWORKAHEADRIGHT LANECLOSEDAHEADRIGHT LANECLOSEDAHEAD200'200' 200'200' TRAFFIC CONTROL PLANJOB # C.3074603 PERMIT # LegendArrowboard (Chevron)CONESMANHOLESSPOTTERWORK AREAWORK TRUCKDate:9/9/2025 Author:Darlene Durr, Traffic Control Supervisor Project:C.3074603 TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(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)MERGINGDEVICES DEVICESSHIFTING12 FEETL1/2 L770668101615193455999997111118182040607522525027511511516529549555060566071585150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666333447720253035404550556065702535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 688103455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 101034556991112 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: 9/9/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr MH 666 Comments: THIS IS TO ACCESS MH 666 FOR SPLICING.THIS IS A RIGHT LANE CLOSURE.SIDEWALK IS ACCESSIBLE AT WORK AREA.SPOTTER WILL ASSIST AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.NOAKESDALE AVE SW @ SW 7TH STMH 666 SPLICINGRIGHT LANE CLOSURE WORK AREA+-10' X 200'www.invarion.comMFP25004603 NACHES AVE SWSW 7TH ST SW 7TH STSW 7TH ST OAKESDALE AVE SW OAKESDALE AVE SWTRAFFIC CONTROL PLANJOB # C.3074603 PERMIT # LegendCONESMANHOLESSPOTTERWORK AREAWORK TRUCKDate:9/9/2025 Author:Darlene Durr, Traffic Control Supervisor Project:C.3074603 TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(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 L770668101615193455999997111118182040607522525027511511516529549555060566071585150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666333447720253035404550556065702535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 688103455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 101034556991112 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: 9/9/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr MH 665WORK AREA+-10' X 140'ROADWORKAHEADROADWORKAHEADROADWORKAHEAD ROADWORKAHEADSPEEDLIMIT25 SPEEDLIMIT30SPEEDLIMIT35SPEEDLIMIT35Comments: THIS IS TO ACCESS MH 665 FOR SPLICING.THIS IS A RIGHT LANE CLOSURE.SIDEWALK IS ACCESSIBLE AT WORK AREA.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS. SRIGHT LANECLOSEDAHEADRI GHT LANECLOSEDAHEADRIGHT LANECLOSEDAHEAD200'200'350'350' 350'350'200'KEEPLEFTNSW 7TH ST @ OAKESDALE AVE SWMH 665 SPLICINGRIGHT LANE CLOSURE www.invarion.comMFP25004603 SW 7TH ST LIND AVE SWSENECA AVE SWTHOMAS AVE SWSW 7TH ST TRAFFIC CONTROL PLANJOB # 25131664PERMIT # LegendCONESWORK TRUCKMANHOLEWork AreaSSPOTTERArrowboard (Chevron) NOT TO SCALE N MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L 770 6 681016151934559999971111181820 40607522525027511511516529549555060566071585150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570 2535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570 MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 68810 3455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 101034556991112 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)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) 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 UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com LXXXXX X X MH 110 WORK AREA+/- 11' X 480' DETOUREXITCLOSED ROADWORKAHEAD RIGHT LANECLOSEDAHEADROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD Comments: THIS IS TO ACCESS MH 110THIS IS A RIGHT LANE CLOSUREMH LID WILL BE REPLACED AT WORK AREA FOR PEDESTRIAN ACCESS AS NECESSARYSPOTTER WILL ASSIST AT WORK AREADRIVEWAYS CLOSED AT WORK AREATRAFFIC DETOURED TO OTHER EXIT AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHSSW 7TH ST @ LIND AVE SWMH 110 ACCESSRIGHT LANE CLOSURE S Date:9/9/2025 Author:JORGIA DURR Project:25131664DRAFTED FOR LUMEN:(DO NOT ALTER)CERT:TCS # ES2 000149Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.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 Drafted: 9/9/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr SPEED LIMIT30 SPEED LIMIT30 SPEED LIMIT30 www.invarion.comMFP25004603 LIND AVE SWSW 7TH ST ACCESS RDACCESS RDSW 7TH STSPEED LIMIT30 SPEED LIMIT30 SPEED LIMIT30 TRAFFIC CONTROL PLANJOB # 25131664PERMIT # Date:9/9/2025 Author:JORGIA DURR Project:25131664DRAFTED FOR LUMEN:(DO NOT ALTER)CERT:TCS # ES2 000149Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.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 LegendCONESWORK TRUCKMANHOLESSPOTTERArrowboard (Chevron)Work Area NOT TO SCALE N MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L 770 6 681016151934559999971111181820 40607522525027511511516529549555060566071585150305330370385 MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570 2535507015090170185200220200 DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570 MPHLANEWIDTH 70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 68810 3455999 66060080125180245320540720780840 6101619199718222112 406530033090125160270360390420 101034556991112 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)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) 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 SPEEDSDrafted: 9/9/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN INANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com S Comments: THIS IS TO ACCESS MH 113THIS IS A RIGHT LANE CLOSUREMH LID WILL BE REPLACED AT WORK AREA FOR PEDESTRIAN ACCESS AS NECESSARYSPOTTER WILL ASSIST AT WORK AREACROSSWALK WILL REMAIN ACCESSIBLE AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS LROADWORKAHEAD RIGHT LANECLOSEDAHEADROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEADROADWORKAHEADMH 113XXXX SW 7TH ST @ LIND AVE SWMH 113 ACCESSRIGHT LANE CLOSURE XWORK AREA+/- 11' X 240' www.invarion.comMFP25004603 MFP25004603 MFP25004603 MFP25004603 MFP25004603 MFP25004603 MFP25004603