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MFP24000019.pdf
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000019 IVR Number: 24000019 Permit Information Permit Name: N.932476 Address/Location:01/02/2024Application Date:3023059104Parcel Number: 3600 EAST VALLEY RD Permit Type:02/22/2024Issue Date:Franchise Permit Work Class:02/21/2025Expiration Date:Minor Utility Job Number: N.932476Franchise Type:Telephone Description: Lumen access to MH377, 376, 375, 373, & HH X 1, 348, & 3600 for splicing. 3600 E Valley Rd Contacts Name Address PhoneTypeBilling Nathan Macleod Lumen 7850 S Trafton St, Bldg B Tacoma, WA 98409 C: (253) 583-6283ApplicantX Prime Electric Inc 3460 161ST Ave SE Bellevue, WA 98008 Applicant Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549Applicant Stephen Neumann Fibe Solutions 604 W Meeker St., Suite 103 KENT, WA 98032 C: (425) 753-1916Applicant Jesse Patjens CenturyLink / Lumen 23315 66th Ave S Kent, WA 98032 Contact Kim Parker QWest Corporation 931 14th St, Suite 1000A Denver, CO 80202 B: (303) 992-0752Contact Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549Contact Michael Smith North Sky Communications 21320 84th Ave S Kent, WA 98032 C: (206) 305-5881Contractor Business License Number: 36846Construction Contractor: NORTHSC857Q4 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner QWest/Century Link - Billing 23315 66th Ave S Kent, WA 98032 Specialized 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. 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 X X N.932476 3600 E Valley Road Renton WA 98057 3/11/2024 3/15/2024 8:00 AM 5:00 PM NORTH SKY COMMUNICATIONS, LLC Heather Huskey 360-450-3287 16701 SE McGillivray Blvd., Ste. 200 WA 98683 Access MH377, MH376, MH375, MH373, HH3600, & HH348 for splicing. MFP24000019 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 2/21/2024 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) Marites Parin 2/9/2024 Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Scope of Work: Manhole Access Traffic Control Plan: Cover Sheet BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. COVER SHEET SHEET 1 SHEET 4&5 SHEET 6&7 SHEET 2 SHEET 3 www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure w/ UPO Legend Bus Stop Cone MH MH 377 Sign Stand S Spotter P UPO Work Area BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 01 OF 07 SW 43RD ST35MPH LIND AVE SW35MPH 4208 LIND AVE SW 330 SW 43RD ST E 8815 S 180TH ST 8621 S 180TH ST CONTACT METRO CONSTRUCTION COORDINATOR FOR TRANSIT RELOCATION AND TROLLEY LINES TROLLEY LINES NOTICE 206-477-1150 & BUS RELOCATION 206-477-1140 MH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINED FOR PEDESTRIANS 4'35' 8' L X X X ROADWORKAHEAD W20-1 OR OR ROADWORKAHEAD W20-1 ROAD WORKAHEAD W20-1 ROADWORKAHEAD W20-1 P W20-7a W20-7a XXX BEPREPAREDTO STOP W20-9A X X X BE PREPARED TO STOP W20-9A W20-7a BEPREPARED TO STOP W20-9A W20-7a X X X W4-2 RIGHT LANECLOSEDAHEAD W20-5 12/30/2023 by:Elite Traffic Solutions 206.922.9205Julian Morales TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ 11'11' www.invarion.com MFP24000019 Renton/Kent Boarder. Work in city of Kent's ROW will require additional approval from Kent. Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Legend Bus Stop Cone MH MH 376 Sign Stand S Spotter Traffic Light Work Area BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 02 OF 07 SW 41ST ST35MPH LIND AVE SW35MPH 4060 LIND AVE SW 425 SW 41ST ST 601 SW 41ST ST 700 SW 41ST ST MH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINED FOR PEDESTRIANS 4' 35' 8' L X X X ROAD WORK AHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 OR ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 ROADWORK AHEAD W20-1 12/30/2023 by:Elite Traffic Solutions 206.922.9205Julian Morales TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ 11'11' www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Legend Bus Stop Cone MH MH 375 Sign Stand S Spotter Traffic Light Work Area BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 03 OF 07 SW 39TH ST35MPH LIND AVE SW40MPH 3600 LIND AVE SW 3950 LIND AVE SW 501 SW 39TH ST 500 SW 39TH ST MH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINEDFOR PEDESTRIANS 4'35' 8' L S X X X ROADWORK AHEAD W20-1 RIGHT LANECLOSED AHEAD W20-5 OR ROADWORKAHEAD W20-1 ROAD WORK AHEAD W20-1 W4-2 12/30/2023 by: Elite Traffic Solutions 206.922.9205 Julian MoralesTCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ 11'11' www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Legend Cone MH MH 373 Sign Stand S Spotter Work Area BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 04 OF 07 SW 34TH ST35MPH LIND AVE SW40MPH 3600 LIND AVE SW 3950 LIND AVE SW 3401 LIND AVE SW 500 SW 39TH ST W4-2 MH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINED FOR PEDESTRIANS 4' 35' 8' L X X X ROADWORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 OR ROADWORK AHEAD W20-1 ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 12/30/2023 by:Elite Traffic Solutions 206.922.9205Julian Morales TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ 11'11' www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Legend Cone Sign Stand S Spotter Work Area HH X-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 05 OF 07 SW 34TH ST35MPH LIND AVE SW35MPH 3600 LIND AVE SW 3950 LIND AVE SW 3401 LIND AVE SW 500 SW 39TH ST HH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINED FOR PEDESTRIANS 4' 35'8' L 11' 11' 12/30/2023 by: Elite Traffic Solutions 206.922.9205 Julian Morales TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ XXX ROAD WORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 OR ROADWORK AHEAD W20-1 ROAD WORKAHEAD W20-1 W4-2 ROADWORKAHEAD W20-1 www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Lane Shift Legend Cone Sign Stand S Spotter Work Area HH X-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 06 OF 07 3600 E VALLY RD 3950 LIND AVE SW 3701 E VALLEY RD 3401 E VALLEY RD E VALLEY RD35MPH HH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINED FOR PEDESTRIANS 4' 35' 8' 11' 11'12'11' X X ROADWORKAHEAD W20-1 ROAD WORKAHEAD W20-1 X X ROADWORK AHEAD W20-1 L/2 L/2 L/2 CENTERLANE CLOSEDAHEAD W9-3 B W1-4 12/30/2023 by: Elite Traffic Solutions206.922.9205 Julian MoralesTCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ KEEP RIGHT R4-7b R3-2 R3-2 R3-2 R3-2 www.invarion.com MFP24000019 Imagery and map data ©2023, Google Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton KingP.932476 98057 Plan Scale 1 : 600 (1'' = 50') Scope of Work: Manhole Access Traffic Control Plan: Lane Shift Legend Cone Sign Stand S Spotter Work Area HH X-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570645 730 (1) All spacing may be adjusted to accommodate interchange ramps, at-grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED. 60/65 MPH 45/55 MPH 35/40 MPH 25/30 MPH 25 MPH OR LESS 800' SIGN SPACING=X (FEET) (1) 500' 350' 200' 100'(2) (2) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS PER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet Posted Speed (mph) 10 11 12 25 30 35 40 45 50 55 60 65 70 105 115 125 150 165 180 205 225 245 265 295 320 450 495 540 500 550 600 550 605 660 660 720 780 840 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Metro Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways. 9. Traffic Control Supervisor required for ROW impacts. All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards. 07 OF 07 E VALLEY RD35MPH 3950 LIND AVE SW 3701 E VALLEY RD 3401 E VALLEY RD HH S SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 4' MIN SIDEWALK MAINTAINEDFOR PEDESTRIANS 4' 35' 8' 11' X X ROADWORK AHEAD W20-1 ROADWORKAHEAD W20-1 X X L/2 W1-4 CENTERLANECLOSEDAHEAD W9-3 L/2 L/2 R3-2 ROADWORK AHEAD W20-1 R3-2 R3-2 KEEP RIGHT R4-7b R3-2 W4-119 12/30/2023 by:Elite Traffic Solutions 206.922.9205Julian Morales TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ www.invarion.com MFP24000019 JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:GEO CODE:WC CLLI:”TOTAL EXISTING CONDUIT USED:TOTAL NEW BORE:TOTAL NEW DIRT TRENCHESTIMATED TOTALSTOTAL NEW AERIAL:SIDEWALK (PCC) R&R:ASPHALT (AC) R&R:S.F.S.F.L.F.L.F.L.F.L.F.TOTAL NEW ASPHALT TRENCH:L.F.TOTAL NEW S/W TRENCH:L.F.00000000CUSTOMER NAME: N/ALCON: N/APHONE #: N/AEMAIL: N/AWFMT #: N/AORDER #: N/AARMOR OR DSR #: N/ASCOPE OF WORK:TCP & PERMIT FOR MANHOLES 377, 367, 375, 373, HANDHOLES X-1, 348 & 3600.NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTSH OF RMT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805717DRAFTED BY: MOUNTAIN LTD/SL 12/12/23FIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comNVICINITY MAPMFP24000019 TTEE CATV CATV CATV GG TS TS WW S S SD SD C/L C/L R/W R/W R/W P/L P/L B/C B/C B/C EOP EOP TTTUSAMEEPWREETVTVVTSVWSSDVETTTXXX'XXX'XXX'XXX'XF1JOB:RNGE:SECT:TOWN:GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805727DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 LMN MH 377NOTE:TCP & PERMIT FORMANHOLE 377.16' EOP EOP EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP LIND AVE SW 6' SIDEWALK50'40'SIDEWALK 88th AVE S.SW 43rd STREETSIDEWALKSIDEWALKPLANTER 6' PLANTER PLANTER PLANTER EOP 78'48'44'42'37'601PARCEL#31230591694208PARCEL#392680001055'55' R/W R/W R/W R/W R/W R/W R/W R/W R/W SPEEDLIM IT3555'TNOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805737DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 T EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W LMN MH 376NOTE:TCP & PERMIT FORMANHOLE 376. EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W SW 41st STREET37'LIND AVE SW SIDEWALK 47'50'40'55'SIDEWALKSIDEWALK4' SIDEWALK R/W R/W R/W R/W R/W R/W 401PARCEL#3926800070601PARCEL#312305916955'35SPEEDLIMIT4060PARCEL#1253800170616PARCEL#3623049001 EOP EOP EOP EOP EOP EOP NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805747DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/ W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W SW 39th STREETSIDEWALK R/W R/W R/W R/W R/W R/W SIDEWALK14' R/W R/W R/W 28'LIND AVE SW SIDEWALK SIDEWALK DRIVEWAY8'LMN MH 375NOTE:TCP & PERMIT FORMANHOLE 375.42'3600LIND AVE SWPARCEL#1253600062500PARCEL#1253810020501PARCEL#125381004010'12'55'48'34'3950LIND AVE SWPARCEL#125360006040SPEEDLIMIT35SPEEDLIMIT35'45'85'TNOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805757DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 EOP EOP EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R /W R /W EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W NOTE:TCP & PERMIT FORMANHOLE 373.LMN MH 37317' R/W R/W R/W R/W R/W R/W 201PARCEL#1253800211SW 34th STREETSIDEWALKSIDEWALKLIND AVE SW SIDEWALK 45'6' SIDEWALK 55'55'3401PARCEL#125381001010' PLANTER 41'38'78'39'3324PARCEL#12538000603215PARCEL#125381011035SPEEDLIM IT EOP EOP EOP EOP EOP EOP EOP TTNOTE:TCP & PERMIT FORHANDHOLES X-1.LMN HH X-1 2' R/W R/W R/W R/W R/W R/W NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805767DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 40'30' EOP EOP 35SPEEDLIM IT LMN HH 348E VALLEY ROAD 6' SIDEWALK SIDEWALK 14' PLANTER 3401PARCEL#12536000103600E VALLEY ROADPARCEL#3023059104TNOTE:TCP & PERMIT FORHANDHOLE 348.1' EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP T2'10'15'33'44'LMN HH 3600NOTE:TCP & PERMIT FORHANDHOLE 3600.3701PARCEL#1253600020NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805777DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000019 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES