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HomeMy WebLinkAboutMFP25006716.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25006716 IVR Number: 25006716 Permit Information Permit Name: P.091120_KC Rapidride Line Project_Renton Segment Address/Location:12/31/2025Application Date:8558600125Parcel Number: 3704 TALBOT RD S Permit Type:02/12/2026Issue Date:Franchise Permit Work Class:02/12/2027Expiration Date:Major Utility Job Number: P.091120Franchise Type:Telephone Description: *Requesting for expedited review. Century Link Project is to accommodate King County Rapidride Line Project, Renton Segment. Details in site plan. Contacts Name Address PhoneTypeBilling Joy Eakins Qwest DBA Centurylink QC 1208 NE 64th St Seattle, WA 98115 B: (253) 458-6566ApplicantX Joy Eakins Qwest DBA Centurylink QC 1208 NE 64th St Seattle, WA 98115 B: (253) 458-6566Contact Michael Smith North Sky Communications 21320 84th Ave S Kent, WA 98032 C: (206) 305-5881Contractor Business License Number: 36846Construction Contractor: NORTHSC857Q4 BRAR GURSEWAK+GURDIP KAUR 11706 164TH AVE SE RENTON , WA 98059 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton 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. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 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 Scott Warlick CED Monday Friday MFP25006716 2/12/2026 9:00am 2:00pm Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 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: 2/25/2025 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 Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the 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 five (5) 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: 2/25/2025 • 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: 2/25/2025 • 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. ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies 50' TO 100' 6 DEVICE MIN 7' 25' POLE 316603 DW DW R7-T38 7' 25' 115' NO PARK 24HRS NO PARKING7ÊAMÊ-Ê6ÊPM FROM TOTOW AWAY AREAPHONEÊ685-5444YOURÊCOMPANYÊNAMEÊ555-5555 R7-T38 ROAD WORK AHEAD W20-1 ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W3-4 ONE LANEROAD AHEAD W20-4 ONE LANEROADAHEAD W20-4 W20-7 W20-7 W20-7 X X X L X X X X X X POLE 316587 SPOTTER SHALL ASSIST VEHICLES IN & OUT OF DRIVEWAYS SAFELY. FLAGGERS SHALL STAY IN RADIO CONTACT AT ALL TIMES CONSTRUCTION SHALL NOTIFY BUSINESSES' OF DRIVEWAYS AFFECTED BY FIBER/STRAND INSTALLATION OF WORK DATES & TIMES. 3620 Talbot Rd S S 37th S25MPH S 38th Ct25MPH S 37th S25MPH Talbot Rd S35MPH S 38 t h C t 25M P H 3704 Talbot Rd S 3710 Talbot Rd S Talbot Rd S35MPH Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter WorkÊArea WorkÊTruck MATCHLINE SHEET 02 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 01 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet 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 SPEEDÊ(MPH) LENGTHÊ(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 (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) NSPEED LIMIT25R2 - 25 12/28/2025 by:Elite Traffic Solutions253.886.3057Julian MoralesTCS #ES2 000835 Exp.4/30/2029Jʅʙiʋɚ Mʝrɪȵeɡ FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peakcommute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval. 2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors.3. Persons in charge of maintaining or establishing traffic control and channelization musthave a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person. 4. When parking lanes are closed due to construction, “no parking” portables will be installed at least 48 hours in advance of the closure in unrestricted areas and 24 hours inadvance in time restricted areas. The message on the portables shall establish the date andhours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listed may be changed. Traffic control will be addressed along with the initial response. 6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect.7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parking adjacent to the work zone. Traffic Control Plan: Alternating Lane w/ Flaggers Scope of Work: Pole Removal and Aerial Work www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies POLE 316616 DW DW 7' 25' 173' NO PARK 24HRS ONE LANE ROADAHEADW20-4 NO PARKING7ÊAMÊ-Ê6ÊPM FROM TOTOW AWAY AREAPHONEÊ685-5444YOURÊCOMPANYÊNAMEÊ555-5555 R7-T38 ROADWORKAHEAD W20-1 ROADWORKAHEAD BEPREPAREDTO STOP W3-4 ONE LANEROADAHEADW20-4 W20-7 ROADWORKAHEAD W20-1 W20-7 X X X X X X 3620 Talbot Rd S 3614 Talbot Rd S Talbot Rd S35MPH 10'11' S 36th S25MPH Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter WorkÊArea WorkÊTruck 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 02 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEEDÊ(MPH) LENGTHÊ(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 (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 ASPER MUTCD) NSPEED LIMIT25R2 - 25 12/28/2025 by: Elite Traffic Solutions253.886.3057Julian Morales TCS #ES2 000835Exp.4/30/2029Jʅʙiʋɚ MʝrɪȵeɡMATCHLINE SHEET 01 FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peak commute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval.2. An approved traffic control plan must be on-site and accessible for inspection at all timesby law enforcement or inspectors. 3. Persons in charge of maintaining or establishing traffic control and channelization must have a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person.4. When parking lanes are closed due to construction, “no parking” portables will beinstalled at least 48 hours in advance of the closure in unrestricted areas and 24 hours in advance in time restricted areas. The message on the portables shall establish the date and hours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listedmay be changed. Traffic control will be addressed along with the initial response.6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect. 7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parkingadjacent to the work zone. Traffic Control Plan: Alternating Lane w/ Flaggers Scope of Work: Pole Removal and Aerial Work SPOTTER SHALL ASSIST VEHICLES IN & OUT OF DRIVEWAYS SAFELY. CONSTRUCTION SHALL NOTIFY RESIDENTS' OF DRIVEWAYS AFFECTED BY FIBER/STRAND INSTALLATION OF WORK DATES & TIMES. FLAGGERS SHALL STAY IN RADIO CONTACT AT ALL TIMES www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies 50' TO 100' 6 DEVICE MIN7' 25' NO PARKING7ÊAMÊ-Ê6ÊPM FROM TOTOW AWAY AREAPHONEÊ685-5444YOURÊCOMPANYÊNAMEÊ555-5555 R7-T38 ROADWORK AHEAD W20-1 ONE LANE ROADAHEAD W20-4 W20-7 ROAD WORK AHEAD W20-1 BEPREPAREDTO STOP W3-4 W20-7 ROADWORKAHEADW20-1 ONE LANEROADAHEADW20-4 W20-7 54.2Êft X X X POLE 316669 X XX X X X CONSTRUCTION SHALL NOTIFY RESIDENTS' OF DRIVEWAYS AFFECTED BY FIBER/STRAND INSTALLATION OF WORK DATES & TIMES. SPOTTER SHALL ASSIST VEHICLES IN & OUT OF DRIVEWAYS SAFELY. FLAGGERS SHALL STAY IN RADIO CONTACT AT ALL TIMES S 38th Ct 25MPH Talbot Rd S35MPH S 3 8 t h C t 25M P H 3710 Talbot Rd S 500 S 38th Ct Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole WorkÊArea WorkÊTruck MATCHLINE SHEET 36 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 03 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet 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 SPEEDÊ(MPH) LENGTHÊ(FEET) 25 30 35 40 45 50 55 60 65 70 155200 250 305 360425 495 570645 730 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 (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 ASPER MUTCD) NSPEED LIMIT25R2 - 25 12/28/2025 by: Elite Traffic Solutions253.886.3057Julian Morales TCS #ES2 000835Exp.4/30/2029Jʅʙiʋɚ Mʝrɪȵeɡ FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peak commute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval.2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors. 3. Persons in charge of maintaining or establishing traffic control and channelization must have a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person.4. When parking lanes are closed due to construction, “no parking” portables will beinstalled at least 48 hours in advance of the closure in unrestricted areas and 24 hours in advance in time restricted areas. The message on the portables shall establish the date and hours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listedmay be changed. Traffic control will be addressed along with the initial response.6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect. 7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parkingadjacent to the work zone. MATCHLINE SHEET 04 Traffic Control Plan: Alternating Lane w/ Flaggers Scope of Work: Pole Removal and Aerial Work www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies ONE LANEROADAHEADW20-4 DW 264'NO PARK 24HRS NO PARKING7ÊAMÊ-Ê6ÊPM FROM TOTOW AWAY AREAPHONEÊ685-5444YOURÊCOMPANYÊNAMEÊ555-5555 R7-T38 ROAD WORKAHEAD W20-1 ROADWORKAHEAD W20-1 BEPREPAREDTO STOP W3-4 ONE LANEROADAHEADW20-4 W20-7 W20-7W20-7 ROAD WORK AHEAD W20-1 X X X 7' 25' DW 54.2Êft POLE 316587 XXX X XX DW 3620 Talbot Rd S 3614 Talbot Rd S S 37th S25MPH S 37th S25MPH 3704 Talbot Rd S 3710 Talbot Rd S 10'11' Talbot Rd S35MPH S 36th S25MPH Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter WorkÊArea WorkÊTruck 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 04 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E 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 SPEEDÊ(MPH) LENGTHÊ(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 (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 ASPER MUTCD) NSPEED LIMIT25R2 - 25 12/28/2025 by:Elite Traffic Solutions 253.886.3057Julian MoralesTCS #ES2 000835 Exp.4/30/2029Jʅʙiʋɚ MʝrɪȵeɡMATCHLINE SHEET 03 FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peakcommute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval. 2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors.3. Persons in charge of maintaining or establishing traffic control and channelization musthave a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person. 4. When parking lanes are closed due to construction, “no parking” portables will be installed at least 48 hours in advance of the closure in unrestricted areas and 24 hours inadvance in time restricted areas. The message on the portables shall establish the date andhours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listed may be changed. Traffic control will be addressed along with the initial response. 6.All signs and cones shall be removed from the right-of-way when traffic control is not ineffect.7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parking adjacent to the work zone. Traffic Control Plan: Alternating Lane w/ Flaggers Scope of Work: Pole Removal and Aerial Work SPOTTER SHALL ASSIST VEHICLES IN & OUT OF DRIVEWAYS SAFELY. CONSTRUCTION SHALL NOTIFY RESIDENTS' OF DRIVEWAYS AFFECTED BY FIBER/STRAND INSTALLATION OF WORK DATES & TIMES. FLAGGERS SHALL STAY IN RADIO CONTACT AT ALL TIMES www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies 7' 25' 7'25' 7' 25' ROAD WORKAHEAD W20-1 ROAD WORK AHEAD W20-1 DW DW DW DW DW 12' HH 700 S Grady Way 707 S Grady Way T a l b o t R d S 2 5 M P H S Gra d y W a y 25MP H Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter TrafficÊLight WorkÊArea WorkÊTruck Traffic Control Plan: Right Lane Closure Scope of Work: Dig and Exposure MATCHLINE SHEET 36 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 05 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet 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 SPEEDÊ(MPH) LENGTHÊ(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 (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) NSPEED LIMIT25R2 - 25 12/28/2025 by: Elite Traffic Solutions253.886.3057Julian Morales TCS #ES2 000835Exp.4/30/2029Jʅʙiʋɚ Mʝrɪȵeɡ MATCHLINE SHEET 06 FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peakcommute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval.2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors. 3. Persons in charge of maintaining or establishing traffic control and channelization musthave a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person.4. When parking lanes are closed due to construction, “no parking” portables will be installed at least 48 hours in advance of the closure in unrestricted areas and 24 hours in advance in time restricted areas. The message on the portables shall establish the date andhours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listedmay be changed. Traffic control will be addressed along with the initial response. 6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect.7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parkingadjacent to the work zone. CONSTRUCTION SHALL NOTIFY BUSINESSES OF WORK IMPACTING THEIR PROPERTY. www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies 7' 25' X X X L RIGHT LANECLOSEDAHEAD W20-5R W4-2R W1-9L OR ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5R W4-2R W1-9L OR DW DW DW R3-6R X X X L 710 S Grady Way T a l b o t R d S 2 5 M P H S Gr a d y W a y 25M P H 800 S Grady Way Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter TrafficÊLight WorkÊArea WorkÊTruck 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 06 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet 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 SPEEDÊ(MPH) LENGTHÊ(FEET) 25 30 35 40 45 50 55 60 65 70 155200250 305 360425 495 570645 730 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 (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) NSPEED LIMIT25R2 - 25 12/28/2025 by:Elite Traffic Solutions253.886.3057 Julian MoralesTCS #ES2 000835 Exp.4/30/2029Jʅʙiʋɚ Mʝrɪȵeɡ FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peak commute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval.2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors. 3. Persons in charge of maintaining or establishing traffic control and channelization must have a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person.4. When parking lanes are closed due to construction, “no parking” portables will be installed at least 48 hours in advance of the closure in unrestricted areas and 24 hours in advance in time restricted areas. The message on the portables shall establish the date and hours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listedmay be changed. Traffic control will be addressed along with the initial response.6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect. 7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parkingadjacent to the work zone. MATCHLINE SHEET 05 Traffic Control Plan: Right Lane Closure Scope of Work: Dig and Exposure www.invarion.comMFP25006716 ImageryÊ©2025ÊAirbus,ÊMaxarÊTechnologies MH-688 X X X L RIGHT LANECLOSEDAHEAD W20-5R W4-2R W1-9L OR ROADWORKAHEAD W20-1 DW 7'25' MH 7'25' DW DW DW DW ROADWORKAHEAD W20-1 ROAD WORKAHEAD W20-1 12' 10433 SE Carr Rd 10545 SE Carr Rd SE Car r R d 25MPH 105th Pl SE25MPH Legend Anchor BusÊStop Cone DW DrivewayÊ Flagger HH Handhole MH Manhole Pole Spotter TrafficÊLight WorkÊArea WorkÊTruck 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. PLAN SCALE ISSUE: LAND SURVEY : SECTION: TOWNSHIP: RANGE: 1 28 23N 53 EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT. THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF CENTURYLINK BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SHEET: 07 OF 07 N S W EDESCRIPTIONDATE REVISIONS MECD:PROJECT NUMBER: P.091120 CITY: RENTON COUNTY: KING ZIP CODE: 98055 PROJECT LOCATION :WIRE CENTER: Engineer: Nathan Macleod Phone Number: 253-583-6283 Email: Nathan.macleod@lumen.com Engineer: Elite Traffic Solutions Phone Number: 206-922-9205 Email: julian@elitetrafficsolutions.com CPA: Phone Number: Email: CONTRACT ENGINEER :TRAFFIC CONTROL PLANNER :ENGINEERING CONTACT : 0 1 2 3 4 5 10 SCALE: 1:50 1Ê:Ê600Ê(1''Ê=Ê50')1 : 600 (1" 50') ISSUE: SECTION: TOWNSHIP: RANGE: LAND SURVEY : 1 28 23N 5E MINIMUM TAPER LENGTH (L) IN FEET Lane WidthFeet 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 SPEEDÊ(MPH) LENGTHÊ(FEET) 25 30 35 40 45 50 55 60 65 70 155200 250 305 360425 495 570645 730 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 30 20 80 60 40 (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) NSPEED LIMIT25R2 - 25 12/28/2025 by:Elite Traffic Solutions253.886.3057 Julian MoralesTCS #ES2 000835 Exp.4/30/2029Jʅʙiʋɚ Mʝrɪȵeɡ FLAGGERS SHALL CONFORM WITH WAC: 296.155.305, 468.95.3015 AND 468.95.302. 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. No activity will be placed in such a way as to detour, slow or alter traffic flow during peak commute hours. These times are generally from 7 a.m.– 9 a.m. and 3:30 p.m. – 6 p.m.The Traffic Engineer may allow an exception with prior approval.2. An approved traffic control plan must be on-site and accessible for inspection at all times by law enforcement or inspectors. 3. Persons in charge of maintaining or establishing traffic control and channelization must have a certified flagger control card in their possession and must be on the site at all timesor be represented by another knowledgeable, certified person.4. When parking lanes are closed due to construction, “no parking” portables will beinstalled at least 48 hours in advance of the closure in unrestricted areas and 24 hours in advance in time restricted areas. The message on the portables shall establish the date and hours for no parking.5. During emergencies where life, property or public safety is in danger, conditions listedmay be changed. Traffic control will be addressed along with the initial response.6.All signs and cones shall be removed from the right-of-way when traffic control is not in effect. 7. Maintenance of 2-way traffic on arterial streets at all times except on one-way streets.Additional width for facilitating traffic flow may be obtained by prohibiting on-street parkingadjacent to the work zone. Traffic Control Plan: Right Lane Closure Scope of Work: Manhole Work and Dig and Exposure CONSTRUCTION SHALL NOTIFY BUSINESSES OF WORK IMPACTING THEIR PROPERTY.SPOTTER SHALL ASSIST PEDESTRIANS THROUGH WORK ZONE. www.invarion.comMFP25006716 Lumen Civil Base Map Cover SheetLegendSegment Cover SheetGeneral NotesGrady Way PlanTalbot Rd & 37th St PlanCarr Rd & 105th Pl Plan Existing FacilitiesConflict Mitigation Action (Proposed Facilities)Removals and abandonmentAdditional Information Needed/Notes FOR REFERENCE ONLY Plans Prepared For: Plans Prepared By: LOCATION MAPNOT TO SCALE N SHEET 1 of 7DATE: 2-11-2026 REV. DATE DESCRIPTION 1 07-26-23 Initial TT Draft Issued - LSB 1234567 LUMEN JOB: P.091120GEO CODE: 5407 [RENTON]WC CLLI: RNTNWA01ENGINEER: Billy HernandezPHONE: 253-458-6549EMAIL: Kaleb.ConkleHernandez@Lumen.comCPA: Darren Pianhly PHONE: 253-458-6552EMAIL: Darren.Pianhly@Lumen.com Project Manager Field Engineer Index of Sheets: Estimated % Design Drawings: Civil Base Map Color Key: Ad-Ready Submittal Jurisdiction File Name:Ad-Ready_Renton_Segment_Plans_Signed_06-13-24.pdf Received File from Jurisdiction Date:4/22/2025 NOTES: ALL EXISTING AND PROPOSED CONDITIONS ARE BASED ON INFORMATIONPROVIDED BY OTHERS. LUMEN CANNOT BE RESPONSIBLE FOR THE ACCURACYOF INFORMATION AND/OR PLANS PROVIDED BY OUTSIDE PARTIES. FACILITYLOCATIONS, DEPTHS AND ELEVATIONS SHOULD BE FIELD VERIFIED PRIOR TOCONSTRUCTION. PROPOSED DESIGN MODIFICATIONS ARE RECOMMENDATIONS ONLY ANDSHOULD BE VERIFIED PRIOR TO CONSTRUCTION. KING COUNTY METRO - PROJECT No. E00566E18RENTON, WARAPIDRIDE I LINE: SEGMENT 2 - RENTON Contact Information: TT Eng: Frank JohnsonPhone: 360-903-6145E-mail: fjohnson@congruex.comTT #: 1002063-000002 TT Eng: Alan TamosiunasPhone: 913-952-1050E-mail: atamosiunas@congruex.comTT #: 1002063http://www.terratechllc.net S Grady W a y S P u g e t D r Be n s o n D r S S 32nd St 515 167 Ta l b o t R d S 167 167 167 167 167 10 8 t h A v e S E SE Carr R d SE Petrovosky Rd SE 186th St SE 192nd St 405 405 SHEET 5 515 SHEET 6 SHEET 7 515 2 10-06-23 Fielding Request Issued - JP 3 01-06-24 100% Plan Update; Telco Complete - JP 4 12-11-25 Permit Plan Created - FJ 5 2-11-26 Permit Plan Updated - AT PHASE 3 PHASE 2 PHASE 1 MFP25006716 This 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 Symbols HH HH CP Existing Lumen pedestalor or or New Lumen pedestal Existing Lumen pedestal to be removed Existing Lumen SAI (serving area interface) New Lumen SAI (serving area interface) Existing Lumen SAI to be removed orabandoned Existing Lumen cable or conduit to beremoved or abandoned Existing Lumen handhole New Lumen handhole Existing Lumen handhole to be removed Existing Lumen manhole (various sizes) New Lumen manhole (various sizes) Existing Lumen double lidded manhole(various sizes) New Lumen double lidded manhole (varioussizes) Existing Lumen manhole to be removed orabandoned (all sizes and types) Existing Lumen repeater New Lumen repeater Existing Lumen repeater to be removed CP Existing Lumen cool ped. - fiber/electronics New Lumen cool ped. - fiber/electronics Existing Lumen RT (remote terminal) New Lumen RT (remote terminal) Existing Lumen pole New Lumen pole Existing Lumen down guy and anchor New Lumen down guy and anchor New Lumen sidewalk down guy and anchor Lumen Civil Base Map 2 of 7 btel Existing buried telephone line tduc Existing telephone duct run afo-exist Existing aerial fiber optic aer-tel Existing overhead telephone line fo-exist Existing buried fiber optic bsw-ex Existing buried service wire asw-ex Existing aerial service wire New overhead telephone line BTEL New buried telephone line TDUC New telephone duct run BSW-NEW New buried service wire AFO-NEW New aerial fiber optic AER-TEL FO-NEW New buried fiber optic ASW-NEW New aerial service wire Existing buried splice New buried splice Abbreviations ct. = Countpr. = Pairpp = Pending Placementug. = Undergroundex. = Existing Existing joint use pole New joint use pole New foreign owned (e.g. power) Existing foreign owned (e.g. power) J J Existing Lumen power pedestal New Lumen power pedestal P P Existing Lumen pole to be removed Abandon in place btel btel btel btel btel tduc tduc tduc tduc tduc tduc tduc X X X X X X X X X X X X To be removed Cable to be removed orabandoned as shown. X X Line Types LEGEND Lower Lower BORE BORE Lower cable or conduit New underground bore Raise Raise Raise cable or conduit NOTES: ALL DUCT ELEVATIONS ARE BASED ON POTHOLE INFORMATION,UNLESS NOTED OTHERWISE, AND HAVE BEEN PROVIDED BYOTHERS. ELEVATIONS SHOWN ARE TOP OF DUCT. DEPTHS SHOWNARE DISTANCE BELOW EXISTING FINISHED GRADE. PROPOSED VAULT AND DUCT LOCATIONS SHALL BE FIELDVERIFIED AGAINST EXISTING AND PROPOSED UTILITIES. ENGINEERIN CHARGE DURING CONSTRUCTION SHALL BE NOTIFIED OFCONFLICTS ALL METHODS, MATERIALS, CONTENT AND FORM CONTAINED INTHIS MATERIAL ARE THE INTELLECTUAL PROPERTY OF TERRATECHNOLOGIES LLC, AND MAY NOT BE COPIED, REPRODUCED,DISTRIBUTED, OR DISPLAYED WITH THE EXPRESS PERMISSION OFTERRA TECHNOLOGIES LLC. THE TECHNOLOGY PRESENTED IN THIS MATERIAL IS PROTECTEDUNDER VARIOUS U.S. AND INTERNATIONAL PATENTS ANDPENDING PATENTED APPLICATIONS, INCLUDING WITHOUTLIMITATION, U.S. PATENT NOS. 7,771,140; 8,016,518; AND8,061,934.Project No.Date: File: PERMITSNEEDED: LUMEN ENGINEER: PHONE: E-MAIL: ISSUE #:ISSUE DATE: LUMEN JOB: E. WC CLLI: GEO CODE: Sheet NDS SHEET:OF Temporary ground layTEMPTEMP HH __/__/____ Billy Hernandez 253-458-6549 Kaleb.ConkleHernandez@lumen.com P.091120 RNTNWA01 5383 [RENTON] MFP25006716 TACOMA PU G E T MAU R Y I S L A N D VASHON ISLAND SO U N D KIT S A P C O . KIN G C O . PIERCE CO.KING CO. ALGONA PACIFIC BLACKDIAMOND VALLEY 5 AUBURN DES MOINES 518 99 TUKWILA KENT 181 167 RENTON 18 169 169 MAPLE 405 5 509 ME R C E R I S . SEATTLE MEDINA WASHINGTONLAKE 90 520 ISSAQUAH900 LK. SAMM.BELLEVUE 520 18 PRESTON FALLCITY 202 203 BOTHELL 405 KIRKLAND 99 522 5 KENMORE KING CO. REDMOND 202 SNOHOMISH CO. DUVALL S TALBOT ROADTAL-21 S GRADYWAY S CARR ROAD 108THAVESE AUBURNWAY N S TALBOT ROADTAL-B S 2ND ST S 3RD ST LOGAN AVE S MORRIS AVE S RAINIERAVE S S 7TH STSHATTUCKAVE S AD-READY SUBMITTAL JUNE 14, 2024 EXPECTED RELEASE DATE SEPTEMBER 2024 C:\ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 _ 1 G 0 . 0 0 . d w g | L a y o u t : 1 G 0 . 0 0 PL O T T E D : M a y 2 9 , 2 0 2 4 - 0 1 : 5 3 : 1 2 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL METRO TRANSIT RAPIDRIDE I LINE KING COUNTY LOCATION MAP NOT TO SCALE NOT TO SCALE VICINITY MAP DRAWING NUMBERING SYSTEM KEY: AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) 2 C1.01 SEQUENTIAL DESIGNATOR SEPARATOR DISCIPLINE SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY PROJECT VICINITY SECTION LETTER SECTION LETTER ELEVATION LETTER DRAWING ON WHICH SECTION/ELEVATION APPEARS. DRAWING ON WHICH SECTION WAS TAKEN. TYPICAL SECTION AND DETAIL REFERENCING SYSTEM A/A2.01A A3.01 SCALE: SECTION B A1.01 (2)ON DRAWING A105 THIS SECTION IS IDENTIFIED: (1)THE SECTION IS CUT ON DRAWING A101: (3)DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VOLUME 1 RENTON SEGMENT COVER 1G0.00 1 A. VILLAR C. WILCOX A. STOTT KENT SEGMENT AUBURN SEGMENT METRO RENTON SEGMENT C DR E EC G I L R S TC TS U UT CIVIL DRAINAGE ELECTRICAL EROSION CONTROL GENERAL INTERCONNECT LIGHTING RETAINING WALL STATION TRAFFIC CONTROL TRAFFIC SIGNAL LANDSCAPING UTILITY DISCIPLINE OWNER CONTACT: KING COUNTY METRO JANINE ROBINSON, AICP janirobinson@kingcounty.gov 206.477.7563 201 S JACKSON ST SEATTLE, WA 98104 ENGINEER CONTACT: JACOBS ENGINEERING JOHN McKENZIE, PE John.McKenzie@jacobs.com 425.453.3000 1100 112TH AVE NE BELLEVUE, WA 98004 SURVEYOR CONTACT: 1 ALLIANCE MARK GROOT mark.groot@1-alliance.com 425.598.2200 1261 120TH AVE NE BELLEVUE, WA 98005 R-421401 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 W-421401S-421401T-421401 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 6/13/24 MFP25006716 APPLICABILITY THE REQUIREMENTS IN THESE NOTES, AS WELL AS IN THE CONTRACT SPECIFICATIONS, SUPPLEMENT THE REQUIREMENTS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE WORK IN THIS CONTRACT. IN THE CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE ELEMENTS OF THE WORK ARE NOT COVERED BY REQUIREMENTS OF AN AGENCY, OR AGENCIES, THE REQUIREMENTS IN THESE NOTES SHALL APPLY. GENERAL NOTES - (KING COUNTY METRO) 1.ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE LATEST EDITION OF THE SPECIFICATIONS AND THE APPLICABLE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 2.CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. ATTENDANTS TO INCLUDE EACH AGENCY'S APPOINTED REPRESENTATIVE(S) AND THE PROJECT REPRESENTATIVE. 3.ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 4.MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND ACCEPTABLE TO THE PROJECT REPRESENTATIVE AND THE JURISDICTIONAL REPRESENTATIVES ASSIGNED TO THE PROJECT: A.ALL APPLICABLE PERMITS, AND CONDITIONING THEREIN. B.THE APPROVED PLANS. C.A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM EACH AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. D.TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE SITES OF WORK. E.A CURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS. F.COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS. 5.WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO THESE DOCUMENTS REQUIRE PRE-APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 6.PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT REQUIREMENTS PRIOR TO THE PROJECT FINAL APPROVAL. 7.PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND CONSTRUCTION AT BUSSTOPINSPECTIONS@KINGCOUNTY.GOV OR BY PHONE AT 206-263-2381. PLEASE NOTE THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN ADVANCE TO SCHEDULE AN INSPECTION. ALL METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS POURED. WORK SCHEDULE NOTES 1.DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY HAVING JURISDICTIONS OVER SITES OF WORK. AERIAL FIBER OPTIC ANGLE POINT BACK OF CURB BACK OF SIDEWALK BOTTOM BOTTOM OF WALL BETWEEN CATCH BASIN CAST IN PLACE CONSTRUCTION JOINT CITY OF AUBURN CITY OF KENT CONCRETE CONTINOUS CITY OF RENTON CENTERLINE CENTER POINT CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DIAMETER DRAWING EASTING EXPANSION JOINT ELEVATION EXISTING FRONT OF FACE FINISH GRADE FLOW LINE HOT MIX ASPHALT INBOUND INVERT ELEVATION KING COUNTY METRO LENGTH LEFT MAXIMUM MANHOLE MINIMUM NORTHING NUMBER NOT TO SCALE NOT STEEPER THAN OUTBOUND ON CENTER OVERHEAD POWER OVERHEAD TELEPHONE/ TELECOM POINT OF CURVATURE AFO AP BOC BOS BOT BOW BTWN CB CIP CJ COA COK CONC CONT COR CL CP CSBC CSTC DIA DWG E EJ ELEV, EL EX FF FG FL HMA IB IE KCM L LT MAX MH MIN N NO. NTS NST OB OC OHP OHT PC ABBREVIATIONS:GENERAL NOTES: POINT OF COMPOUND CURVATURE POINT OF BEGINNING POINT OF END POINT OF REVERSE CURVE PROPOSED PUGET SOUND ENERGY POINT POINT OF INTERSECTION POINT OF VERTICAL CURVE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RIGHT REAL TIME INFORMATION SYSTEM RIGHT OF WAY STORM DRAIN SQUARE FOOT/ FEET SHOULDER SPACING STATION STATE ROUTE STANDARD SYMMETRICAL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF WALL TRANSIT SIGNAL PRIORITY TYPICAL UNDERDRAIN UNLESS NOTED OTHERWISE UTILITY WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PCC POB POE PRC PROP PSE PT PI PVC PVC PVI PVT RT RTIS ROW SD SF SHLDR SPA STA SR STD SYM TC, TOC TCE TESC TOW TSP TYP UD UNO UTIL W/ WSDOT ABBREVIATIONS (CONTINUED): C:\ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 a _ 1 G 0 . 0 1 . d w g | L a y o u t : G 0 . 0 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 2 : 1 4 : 5 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINEG. FRANCO E00566E18 CXXXXXXXXK. CHANG YUEN GENERAL NOTES AND ABBREVIATIONS 1G0.01 2 A. VILLAR C. WILCOX A. STOTT T-421402 S-421402 W-421402 R-421402 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 -8NE 0  MFP25006716 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 2 8 28 28 28 30 30 32 32 32 32 30 34 34 28 28 28 28 32 SSSSSSSSSSSSSSSSSS SDSDSDSDSDSD SDSDSDSDSD SD UD UD UD UD 19+00 20+00 21+00 22+00 23+00 24+00 3 LF 12" PP SD 19 LF 12" PP SD 118 LF 12" PP SD 58 LF 12" PP SD 134 LF 12" PP SD 40 LF 12" PP SD 40 LF 12" DI SD SDCB (1-14) TYPE 2-48" GRA 22+73.31, 37.74 LT RIM EL = 28.06 9 12 IE = 25.20 (8" NW) IN IE = 25.05 (12" SW) OUT EX SDCB (1-E5) GRA 19+44.83, 27.37 LT RIM EL = 27.39 61 IE = 23.40 (12" NE) IN IE = 23.20 (12" NW) IN IE = 23.40 (6" N) IN IE = 23.30 (12" SE) OUT SDCB (1-11) TYPE 1 GRA 19+35.25, 55.33 LT RIM EL = 27.59 128 IE = 24.53 (12" SW) IN IE = 24.53 (12" SE) OUT EX SDCB (1-E4) GRA 19+35.25, 51.84 LT RIM EL = 27.83 61 IE = 24.50 (12" NW) IN IE = 24.00 (18" NE) IN IE = 24.00 (18" S) OUT SDCB (1-12) TYPE 1 GRA 20+58.75, 55.33 LT RIM EL = 27.82 8 12 IE = 24.44 (18" NW) IN IE = 24.44 (18" SE) OUT SDCB (1-13) TYPE 1 GRA 21+55.71, 55.34 LT RIM EL = 28.11 128 IE = 24.40 (18" NW) IN IE = 24.40 (18" SE) OUT EX SDCB (1-E7) GRA 21+56.68, 52.45 LT RIM EL = 28.11 1 6 IE = 24.40 (18" NW) IN IE = 24.40 (18" SW) OUT SDCB (1-16) TYPE 1 GRA 20+79.60, 38.67 LT RIM EL = 27.50 128 IE = 24.09 (12" NE) IN IE = 24.09 (12" SW) OUT SDCB (1-15) TYPE 1 GRA 22+14.97, 38.67 LT RIM EL = 27.87 128 IE = 24.76 (12" NE) IN IE = 24.76 (12" SW) OUT SDCB (1-17) TYPE 1 GRA 19+60.13, 38.66 LT RIM EL = 27.17 128 IE = 23.50 (12" NE) IN IE = 23.49 (12" SW) OUT EX SDCB (1-E6) GRA 20+60.22, 51.86 LT RIM EL = 27.95 1 6 IE = 24.40 (18" NW) IN IE = 24.40 (18" NE) IN IE = 24.30 (18" SW) OUT 28 . 1 0 ( 1 2 " N E ) O U T C:\ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 1 3 : 5 8 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 19+00 TO GRA 24+00 1DR.03 216 J. GREEN H. JOHNSON J. ETULAIN 21 57 17 17 17 17 17 19 4 4 4 4 5 5 5 5 9 LF 3" SD 18 521 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.07 CLEANOUT IE = 30.30 CLEANOUT IE = 30.30 CLEANOUT IE = 29.80 CLEANOUT IE = 29.40 R-4214216 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2  0 0 0 2  0 PR 2 1  0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc td u c td u c td u c td u c td u c HH HH 70117"x30"x24"FIBER SLACK HH HH 70017"x30"x24"FIBER SLACK tductductductductductductduc tdu c tdu c t d u c tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc Dig & expose approx. 100' of existing 4" duct and shift 3' north at conflict location Dig & expose approx. 60' of existing 4" duct and shift 1' south at conflict location PHASE 3 field adjust cable if possible. 1-4" PVC 1-1.25" id ug copper ug fiber [1-4" PVC] 1-ug fiber [1-4" PVC] 1-ug fiber 2-4" PVC 1-1.25" id ug copper 2-ug fiber Adjust to grade. Use Slip resistant lid MFP25006716 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 86 88 90 92 94 96 92 90 92 94 94 96 98 100 92 94 96 92 94 94 94 94 96 96 96 98 96 96 9 4 94 94 94 94 94 92 72+00 73+00 74+00 75+00 76+00 SDSDCB (1-33) TYPE 1 TAL-21 75+48.98, 36.40 RT RIM EL = 93.91 8 12 IE = 92.35 (12" S) OUT SDCB (1-34) TYPE 1 TAL-21 75+86.65, 36.85 RT RIM EL = 94.02 8 12 IE = 92.00 (12" N) IN IE = 92.00 (12" E) OUT SDCB (1-31) TYPE 1 TAL-21 73+71.42, 23.19 RT RIM EL = 93.02 128 IE = 90.80 (8" E) OUT 38 LF 12" DI SD C:\ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 0 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 0 : 0 0 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-21 71+00 TO TAL-21 76+00 1DR.10 223 J. GREEN H. JOHNSON J. ETULAIN 1 1 1 17 17 4 4 4 5 1 R-4214223 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel PP.316603-165953P.03760A056856140'-4: 1-PMT PP.316587-165951P.03808A056856230'-31-PMT,1-DG&A,9-pole steps PP.316588-165942P.03807A056856370'-5 MH-6185106-TA PP.316669-165954P.03902A056856430'-2 ae r - t e l ae r - t e l ae r - t e l ae r - t e l ae r - t e l ae r - t e l PP.316565-165948P.03901A056856540'-4: OHGattached, 1-DG&A OH G tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc td u c td u c td u c td u c [2-4" PVC] PROTECT IN PLACE PROTECT POLE IN PLACE PROTECT POLE IN PLACE Pole to be placed by PSE. Transfer attachments Place 8' Alley Arm to support existing aerial Remove lead cable. 1. 0 6 f t PHASE 2 Adjust MH lid to new grade. +5" 3-aerial copper 3-aerial copper 3-aerial copper aerial copper 3-aerial copper aerial copper 22-4" PVC 7-ug copper 5-ug fiber aerial copper 14-4" PVC 2-ug copper 2-ug fiber Remove (2) aerial cables between poles P.03750 & P.03902. Place anchors at poles. J PP.316616-165951P.03750A# UNK30'-31-DG&A J MFP25006716 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 3 6 0 3 5 8 3 5 6 3 5 4 35 2 3 5 0 34 83 4 6 3 4 4 3 4 2 3 4 0 3 3 8 3 3 6 340 342 340 338 34 8346 35 0 352 352 350 354 356 35 4 35 4 356 364 366 368 370 372 362 360 358 352 3 4 8 3 4 6 3 5 0 35 2 34 2 34 4 34 6 34 8 354 350 35 2 352 35 4 43+00 44+00 45+00 46+00 47+0010+ 0 0 11+ 0 0 SDCB (1-36x) TYPE 1 8CAR 43+41.88, 21.24 RT RIM EL = 340.22 EX SDMH (1-E3)2105TH 10+88.32, 35.52 RT RIM EL = 350.77IE = 345.71 (12" E) IN IE = 338.20 (36" SE) IN IE = 336.30 (36" SW) OUT SDCB (1-37) TYPE 1 105TH 10+92.38, 22.78 RT RIM EL = 350.31 8 12 IE = 346.92 (12" E) IN IE = 346.92 (12" W) OUT SDCB (1-39) TYPE 1 105TH 10+08.85, 32.99 LT RIM EL = 351.11 128 C:\ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 7 : 5 6 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' 105 T H PL S E RENTON SEGMENT DRAINAGE PLAN CAR 42+50 TO CAR 47+50 1DR.13 226 J. GREEN H. JOHNSON J. ETULAIN 1 1 SE CARR RD 6 4 17 17 18 9 LF 3" SD 17 1 17 18 9 LF 3" SD R-4214226 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2  0 0 0 2 6 0 PR 2 1  0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 MH-6885106TCA ped 10436size unk 1-term btel btel btel btel btel btel btel btel td u c td u c td u c btelbtelbtelbtelbtelbtel btel bte l bte l btel btel btel btel btel btel btel btel btel tduc td u c td u c td u c tduc tdu c tduc tduc tduc tduc MH-6885106TCA ped 10436size unk 1-term btel btel btel btel btel btel btel btel td u c td u c td u c btel btel btel btel btel btel btel btel btel tduc td u c td u c td u c tduc tdu c tduc tduc tduc tduc [1-4" PVC] UG. FACILITIES TO BE PROTECTED IN PLACE. PROTECT IN PLACE. PROTECT IN PLACE. PHASE 1 Field adjust buried copper during construction of catch basin. Expose 60' of copper cable to adjust out of catch basin. Coordinate with KC contractor on timing. Adjust MH lid to grade. -.08' 2-buried copper 3-4" PVC 2-ug copper buried copper buried copper 2-buried copper 1-4" CBO ug copper MFP25006716