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HomeMy WebLinkAboutMFP24000155.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24000155 IVR Number: 24000155 Permit Information Permit Name: P.185744 Address/Location:01/10/2024Application Date:3123059135Parcel Number: 17930 TALBOT RD S Permit Type:01/24/2024Issue Date:Franchise Permit Work Class:01/23/2025Expiration Date:Major Utility Job Number: P.185744Franchise Type:Telephone Description: Access MH 621, MH 685, and MH 188 for splicing. At Pedestal 9640, place new HH and trench/bore approx 275' and place new fiber cable to new HH. At new HH place and bore approx 20' to 17930 Tablot RD S. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Nathan Macleod Lumen 7850 S Trafton St, Bldg B Tacoma, WA 98409 C: (253) 583-6283ApplicantX Merilyn Luong Lumen C: (206) 806-7160Applicant 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 (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:  Include map(s) showing the location of the project and work area.  Be legible lettering and clear, contrasting, symbols of viewing or printing.  Must indicate street names, and north arrow and scale.  Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering P.185744 17930 Talbot Road S Renton, WA 98055 2/12/2024 2/15/2924 9am 4pm NorthSky Communications Mike Smith 425-615-7121 16701 SE McGillivray Blvd Vancouver, WA 98683 Access MH 621, MH 188, MH 685 for splicing. At PED 9640, place new HH, place new fiber, and trench/ bore 275'. At new HH, place/bore to 17930 Talbot RD S. MFP24000155 Monday - Friday 3:00pm Scott Warlick CED 1/18/2024 Night work is required for accessing MH 188 in the intersection. 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) Merilyn Luong 1/10/2024 Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King Cover Sheet 1:50 P.185744 98055 Scope of Work: Manhole Access, Trenching, Handhole Installation, & Boring Traffic Control Plan: Cover Sheet (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 roadwayconditions. 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 OTHERWISE DESIGNATED. 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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidthFeet 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FEET) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360425 495 570 645 730 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 advance4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 36 x 36 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones8. All sign spacing may be adjusted to accommodate at-grade intersections 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. MH621 MH188 MH685 X T SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 www.invarion.com MFP24000155 Imagery and map data ©2024, Google 17930 TALBOT RD S S CARR RD35MPHS 43RD ST35MPH MH621 11' 12' 11' 12' 10' 11'12'11'11' 16' VALLEY PROFESSIONAL PLAZA 401 S 43RD ST 17910 TALBOT RD S 8' 30'12'W1-4 ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 ROAD WORK AHEAD W20-1 ROAD WORKAHEAD W20-1 W1-4 X X L/2 TALBOT RD S25MPH S Legend Bus Stop Cone MH 621 MH 621 Sign Stand S Spotter Traffic Light Work Area Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King 1 05 1:50 P.185744 98055 Scope of Work: Manhole Access Traffic Control Plan: Lane Shift Plan Scale 1 : 600 (1'' = 50') (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 roadwayconditions. 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 OTHERWISE DESIGNATED. 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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidthFeet 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 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Pedestrian Escort: Stop work, secure passable ADA compliant Pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when Pedestrians are moving through the work area. 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. 36 x 36 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. 01/09/2024 by:Elite Traffic Solutions 206.922.9205Julian MoralesTCS #012813Exp.4/30/2025Jʅʙiʋɚ Mʝrɪȵeɡ SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 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. www.invarion.com MFP24000155 Imagery and map data ©2024, Google 17930 TALBOT RD S TALBOT RD S25MPH S CARR RD35MPH S 43RD ST35MPH MH188 11' 12' 11' 12' 10' 11'12'11'11' 16' VALLEY PROFESSIONAL PLAZA401 S 43RD ST 17910 TALBOT RD S ROAD WORK AHEAD W20-1 ROAD WORKAHEAD W20-1 ROADWORK AHEAD W20-1 ROAD WORK AHEAD W20-1 W4-2 RIGHT LANECLOSED AHEAD W20-5 X X X L S 8'35' Legend Bus Stop Cone MH 188 MH 188 Sign Stand S Spotter Traffic Light Work Area Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King 2 05 1:50 P.185744 98055 Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Plan Scale 1 : 600 (1'' = 50') (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 roadwayconditions. 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 OTHERWISE DESIGNATED. 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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidthFeet 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 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Pedestrian Escort: Stop work, secure passable ADA compliant Pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when Pedestrians are moving through the work area. 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. 36 x 36 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. 01/09/2024 by:Elite Traffic Solutions 206.922.9205Julian MoralesTCS #012813Exp.4/30/2025Jʅʙiʋɚ Mʝrɪȵeɡ SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 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. www.invarion.comMFP24000155 2 uniform police officers required shift traffic to the left lane for more room to make the right turn This work shall take place at night. Pre-construction meeting required to discuss traffic control. This light is on the SCOOT system and will require additional coordination with city inspection staff Cone off this lane to make more room for cars making the turn from the south Imagery and map data ©2024, Google 17930 TALBOT RD S TALBOT RD S25MPH S CARR RD35MPH MH685 X 11' 12' 11' 12' 10' 11' 11' 11' 11' 16' 17910 TALBOT RD S 8'35' ROAD WORK AHEAD W20-1 W4-2 RIGHT LANECLOSED AHEAD W20-5 ROAD WORKAHEAD W20-1 ROADWORK AHEAD W20-1 X X X L B 8'35' ROADWORKAHEAD W20-1 W4-2 RIGHT LANECLOSEDAHEAD W20-5 X X X L B S S Legend Bus Stop Cone MH 685 MH 685 X Ped 9640 Sign Stand S Spotter Traffic Light Work Area Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King 3 05 1:50 P.185744 98055 Scope of Work: Manhole Access Traffic Control Plan: Right Lane Closure Plan Scale 1 : 600 (1'' = 50') (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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidth 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 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Pedestrian Escort: Stop work, secure passable ADA compliant Pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when Pedestrians are moving through the work area. 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. 36 x 36 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. 01/09/2024 by:Elite Traffic Solutions 206.922.9205Julian MoralesTCS #012813Exp.4/30/2025Jʅʙiʋɚ Mʝrɪȵeɡ SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. CONTACT KING COUNTY METRO CONSTRUCTION COORDINATOR AT: construction.coord@kingcounty.gov 206-477-1140 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. www.invarion.comMFP24000155 Imagery and map data ©2024, Google 17930 TALBOT RD S TALBOT RD S25MPH S CARR RD35MPH X 11' 12' 11' 12' 10' 11' 11' 11' 11' 16' 17910 TALBOT RD S X 11' 11' 11' 11' ROADWORKAHEAD W20-1 W4-2 RIGHT LANECLOSEDAHEAD W20-5 X X X L B 8'35' ROADWORKAHEAD W20-1 10' 165'S Legend Bore Pit Bus Stop Cone X Ped 9640 Sign Stand S Spotter Traffic Light Work Area Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King 4 05 1:50 P.185744 98055 Scope of Work: Trenching Traffic Control Plan: Right Lane Closure Plan Scale 1 : 600 (1'' = 50') (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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidth 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 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Pedestrian Escort: Stop work, secure passable ADA compliant Pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when Pedestrians are moving through the work area. 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. 36 x 36 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. 01/09/2024 by:Elite Traffic Solutions 206.922.9205Julian MoralesTCS #012813Exp.4/30/2025Jʅʙiʋɚ Mʝrɪȵeɡ SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 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. www.invarion.comMFP24000155 Imagery and map data ©2024, Google 17930 TALBOT RD S TALBOT RD S25MPH S CARR RD35MPH S 43RD ST35MPH T 11' 11' 11' 11' 16' VALLEY PROFESSIONAL PLAZA401 S 43RD ST 17910 TALBOT RD S 8'35' 8'35'11' 12' 11' 12' 10' ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 W4-2 RIGHT LANE CLOSEDAHEAD W20-5 X X X L B S Legend Bore Pit Bus Stop Cone T Hand Hole Sign Stand S Spotter Traffic Light Work Area Traffic Control Planner Elite Traffic Solutions 206-922-9205 julian@elitetrafficsolutions.com Renton King 5 05 1:50 P.185744 98055 Scope of Work: Handhole Installation & Boring Traffic Control Plan: Right Lane Closure Plan Scale 1 : 600 (1'' = 50') (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 ASPER MUTCD) MINIMUM TAPER LENGTH (L) IN FEET LaneWidth 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 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 Pedestrian Escort: Stop work, secure passable ADA compliant Pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when Pedestrians are moving through the work area. 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. 36 x 36 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. 01/09/2024 by:Elite Traffic Solutions 206.922.9205Julian MoralesTCS #012813Exp.4/30/2025Jʅʙiʋɚ Mʝrɪȵeɡ SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORKZONE SAFELY. 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. www.invarion.comMFP24000155 NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: 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.7515014500000”NVICINITY MAPSL17930 TALBOT ROAD SRENTON, WA 98055P.185744W26251KENTWAOB23N5E3112/28/2341®CUSTOMER NAME: PROLIANCE SURGEONSLCON: MIKIKO TSUJIPHONE #: 206-473-0001EMAIL: proliancesdwan@proliancesurgeons.comWFMT #: A.4976390ORDER #:  N31453240ARMOR OR DSR #: 0501-2319492SCOPE OF WORK:POF: @ MANHOLE 621, SPLICE COUNT LRE25, 365-366 FROM EXISTING 48CT [SE13] TO EXISTING 48CT [A3KTF] FALLING TO MANHOLE188. @ MANHOLE 188, SPLICE COUNT LRE25, 365-366 FROM EXISTING 48CT [A3KTF] TO EXISTING 48CT [A3KMH] FALLING TO MANHOLE685. @ MANHOLE 685, SPLICE LR325, 365-366 FROM EXISTING 48CST [A3KMH] TO NEW 24CT [A3TGC]. PLACE NEW FIBER CABLE INTOEXISTING 4" NORTH ACROSS S CARR ROAD. APPROX 75' TO PEDESTAL 9640. @ PEDESTAL 9640, PLACE/TRENCH/BORE TO NEWHANDHOLE. APPROX 275'. @ NEW HANDHOLE, PLACE/BORE TO CUSTOMER'S BUILDING MPOP APPROX 20'. @ CUSTOMER'S BUILDINGMPOP, USE ENTRANCE FACILITIES TO TERMINATE FIBERS TO THE FDP THEN TEST FIBERS END TO END & TURN-UP NEW EQUIPMENT.SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: DELMER JEWELLPHONE NO: 360-918-4425EMAIL: delmer.r.jewell@lumen.comFIBER ENGINEER: TAYLOR HAYESPHONE NO: 725-577-0771EMAIL: taylor.hayes@lumen.comMFP24000155This 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 TT T T TEE E E E CATV CATV CATV CAT V CAT V CAT V CAT V CAT V GG GGG TS TS TS TS TS WWWWW S S S S S SD SD SD SD SD C/L C/L C/L C/L C/L C/L R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L B/C B/C B/C B/C B/ C B/ C B/C B/C EOP EOP EOP EOP EOP TTTUSAMEEPWREE CATV CATV TVTV CATV CATV CATV CATV CATV CATV CATV CATV VTS C/L C/L VWSSDVETTTXXX'XXX'XXX'XXX'X IRRIG IRRIG F1NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: RNGE:SECT:TOWN:GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:JOB:GEO CODE:WC CLLI:DRAFTED BY: MOUNTAIN LTD/SH OF SL17930 TALBOT ROAD SRENTON, WA 98055P.185744W26251KENTWAOB23N5E3112/28/2342®MT LTD ENGINEER: DELMER JEWELLPHONE NO: 360-918-4425EMAIL: delmer.r.jewell@lumen.comFIBER ENGINEER: TAYLOR HAYESPHONE NO: 725-577-0771EMAIL: taylor.hayes@lumen.comMFP24000155 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.TTT EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W EOP EOP EOP 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 R/W EOP R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP 17930TALBOT RD SPARCEL#312305913517910PARCEL#31230591034300PARCEL#312305913510'42'102'80'70'106'60'78'75'17'20'22'80'14'S CARR ROADSIDEWALKSIDEWALK58'POF LMN MH 621LMN MH 188 0+75 LMNPED 9649NOTE:@ CUSTOMER'S BUILDING MPOP,USE ENTRANCE FACILITIES TOTERMINATE FIBERS TO THE FDPTHEN TEST FIBERS END TO END &TURN-UP NEW EQUIPMENT.NOTE:@ PEDESTAL 9640, PLACE/TRENCH/BOREPLACE NEW FIBER CABLE TO NEWHANDHOLE. APPROX 275'.NOTE:@ MANHOLE 685, SPLICE LR325, 365-366FROM EXISTING 48CST [A3KMH] TO NEW24CT [A3TGC]. PLACE NEW FIBER CABLEINTO EXISTING 4" NORTH ACROSS S CARRROAD. APPROX 75' TO PEDESTAL 9640.NOTE:POF: @ MANHOLE 621, SPLICECOUNT LRE25, 365-366 FROMEXISTING 48CT [SE13] TOEXISTING 48CT [A3KTF]FALLING TO MANHOLE 188.NOTE:@ MANHOLE 188, SPLICE COUNTLRE25, 365-366 FROM EXISTING 48CT[A3KTF] TO EXISTING 48CT [A3KMH]FALLING TO MANHOLE 685.0+00 LMNMH 685T2+20 4'X4' BORE PIT 13+70 4'X4' BORE PIT 23+90 MPOPNOTE:@ NEW HANDHOLE,PLACE/BORE TO CUSTOMER'SBUILDING MPOP APPROX 20'.10' TALBOT ROAD SSIDEWALKSIDEWALK PLANTER GRADE SOFT, ASPHALT &CONCRETE SURFACE36" MIN TRENCH/BORE DETAIL 'A'TRENCH/BORE PLACEMENT OF 2" OR 4" CONDUIT - 36" MINN.T.S.6"MIN.2" OR 4" CONDUIT8'25SPEEDLIMIT35SPEEDLIMITNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS3RSL17930 TALBOT ROAD SRENTON, WA 98055P.185744W26251KENTWAOB23N5E3112/28/234SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: DELMER JEWELLPHONE NO: 360-918-4425EMAIL: delmer.r.jewell@lumen.comFIBER ENGINEER: TAYLOR HAYESPHONE NO: 725-577-0771EMAIL: taylor.hayes@lumen.comMFP24000155this bore path appears to be very nearour 8" watermain. 5' of separation isrequired from city utilities.