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HomeMy WebLinkAboutMFP23002105.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23002105 IVR Number: 23002105 Permit Information Permit Name: P.063985 revision Address/Location:04/21/2023Application Date:1723059103Parcel Number: 2003 MAPLE VALLEY HWY Permit Type:05/08/2023Issue Date:Franchise Permit Work Class:05/07/2024Expiration Date:Minor Utility Job Number: P.063985Franchise Type:Telephone Description: Lumen to access MH294, intercept existing conduit in roadway, dig 2 bore pits, and bore approx. 24' onto private property. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549ApplicantX Zachary Thatcher Lumen H: (253) 797-4657Applicant Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549Contact Kim Parker QWest Corporation 931 14th St, Suite 1000A Denver, CO 80202 B: (303) 992-0752Contact 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 Northsky Communications Tawnya Longfellow 22517 88th ave S Kent/WA 98031 P.063985 Revision 1715 MAPLE VALLEY HWY 5/21 6/21 425 615 7121 MFP23002105 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 5/8/2023 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) Austin Sweeney Austin Sweeney 4/21/2023 ON RAMP I 405OFF RAMP I-405O N R A M P I - 4 0 5 BRONSON WAY N SUNSET BLVD NROADWORKAHEAD W20-1 RIGHT LANECLOSEDAHEAD W20-5 Comments: ACCESS MH 294 LOCATED IN THE EB CURB LANE OF MAPLE VALLEY HWY, EAST OF SUNSET BLVD N.THIS IS A RIGHT LANE CLOSURE. CONTACT WSDOT NW REGION RADIO (206)440-4490 5 MIN PRIORTO START OF CLOSURES AND AGAIN AFTER REOPENING.CONTACT JUAN REYES (WSDOT) (206)440-4457 FIVE DAYS PRIOR TO WORK TO COORDINATE.NO CLOSURES ALLOWED FROM NOON THE DAY PRIOR TO A HOLIDAY THROUGH NOON THE DAY FOLLOWING A HOLIDAY. MAPLE VALLEY HWY TRAFFIC CONTROL PLAN JOB # P.063985 C.45 PERMIT # Date:12/16/2022 Author:Sharon Martos, Traffic Control Supervisor Project:P.063985 C.45 CERT:TCS # 010745 Designed for CenturyLink:By Sharon Martos Comments: General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON/WSDOT requirements. 2. Channelizing devices are Traffic Drums with retroreflective material. 3. All signs are 48" x 48" B/O unless otherwise specified.4. Alert affected local residents and businesses. 5. Crew is required to leave a minimum of 11' for lane width. 6. Work hours will be determined by City of Renton/WSDOT. MAPLE VALLEY HWY @ SUNSET BLVD N MH 294 UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON/WSDOT TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM: SHARON MARTOS, TCS# 012843 sharon.martos@gmail.com 200' 200 200 200 R I G H T L A N E C L O S E D A H E A D W 2 0 -5 W 4 -2 R O A D W O R K A H E A D W 2 0 -1 W4-2 350' 350' 350' BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (FT) 25 30 35 40 45 50 55 60 65 70 155 200 250 305 360 425 495 570 645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVEVEHICLE TYPEWITH TMA TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS) STATIONARYOPERATION(feet) YARD DUMP TRUCK.SERVICE TRUCK.FLAT BED. ETC. MINIMUM WEIGHT 15,000 LBS.(MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) 30 MIN. 100 MAX. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT 1 A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION (1) All spacing may be adjusted to accommodate interchange ramps,at-grade intersections, and driveways.(2) The spacing may be reduced in urban areas to fit roadway conditions RURAL HIGHWAYS RURAL ROADS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RURAL ROADS & URBAN ARTERIALS 60/65 MPH 45/55 MPH 35/40 MPH 800' SIGN SPACING=X (FEET) (1) 500' 350' FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD) RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200' URBAN STREETS 25 MPH OR LESS 100' (2) (2) 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 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 40 30 20 80 60 250'100' 115'115'ROADWORKAHEADW20-1Legend Arrowboard (Chevron) Work Area truck Cone Traffic Drums w/ Type C lights Sharon Martos Project # P.063985 C.45Designed for LUMENSharon MartosApproved 12/16/2022Traffic Control SupervisorTCS # 012843Expires 5/31/2025Phone 253-737-5198 sharon.martos@gmail.com NMH 294 WORK AREA10 X 465 NOT TO SCALE www.invarion.com MFP23002105 NTRAFFIC CONTROL PLAN JOB # P. 063985. C. 45 PERMIT # MAPLE VALLEY HWY @ 1850 MAPLE VALLEY HWY MH-96 ACCESS (SHEET 1 OF 2) RIGHT-TWO-LANES CLOSURE & LANE-SHIFT LEGEND ARROW BOARD CONES CROSSWALK TRAFFIC LIGHT WORK AREA WORK TRUCK Jeffrey Hubbard Comments: CHANNELIZATION SPACING MPH TAPER TANGENT25 / 30 20' 40' 35 / 45 30' 60' ONE-LANE TWO-WAY TAPER 50' TO 100' NOT TO SCALE Comments: MERGING TAPER LENGTH TAPER ("L") LANE WIDTH L MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 1651/2 L 30 150 165 180 35 205 225 245 SHOULDER 40 270 295 320 TAPER 45 450 495 5401/3 L 50 500 550 600 Designed For: LUMEN Project # P. 063985. C. 45 Jeffrey D. Hubbard Traffic Control Supervisor WA TCS # 011989 Draw Date: 12/16/2022 Phone 253-737-5198 jhubbard.tcp@gmail.com _______________________ Date:12/16/2022 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 063985. C. 45CERT:WA TCS # 011989 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA Comments: General Requirements 1. All signs and spacing to conform to the MUTCD and City of RENTON Requirements. 2. Channelizing devices are 28" traffic cones with retro reflective material. 3. All signs are 36" x 36" B/O unless otherwise specified. 4. Alert affected local residents and businesses. 5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be determined by City of RENTON. UNLAWFUL FOR ANYONE (OTHER THAN CITY OF RENTON) TO ALTERTHIS CERTIFIED PLAN WITHOUT EXPRESS WRITTEN CONSENT FROM:JEFFREY D. HUBBARD, TCS# 011989, JHUBBARD.TCP@GMAIL.COM Comments: ACCESS MH-96 LOCATED IN ROADWAY. RIGHT-TWO-LANES CLOSED SE-BOUND MAPLE VALLEY HWY W/ ARROW BOARDS. INCLUDES LANE-SHIFT SE-BOUND. CENTER-LANE CLOSED NW-BOUND. MAINTAIN 11' MINIMUM LANE WIDTHS. DRIVEWAYS REMAIN OPEN/ACCESSIBLE. NOTIFY TRANSIT. BUS-STOP RELOCATED. PEDESTRIANS ARE NOT IMPACTED. Comments: SIGN SPACINGMPH "X" 20-25 100' 30 200' 35-40 350'45+ 500' SPEED LIMIT25 SEE SHEET 2DRIVEWAYTRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 100' +-100' +-ROADWORKAHEADW20-1W4-2100' +- ISLAND 1111111211111111SUNSET BLVD N MAPLE VALLEY HWY ARROWBOARD ARROWBOARD MERGING TAPER11' X ~115' MERGINGTAPER 11' X ~115' MH-96 ACCESSWORK ZONE ~1200' TOTAL SIDEWALK SIDEWALK MAPLE VALLEY HWY 1850 MAPLE VALLEY HWY 11' MIN CLOSEDLANESCLOSED LANE RIGHT TWO LANESCLOSEDAHEADW20-5awww.invarion.com MFP23002105 NTRAFFIC CONTROL PLAN JOB # P. 063985. C. 45 PERMIT # MAPLE VALLEY HWY @ 2003 MAPLE VALLEY HWY MH-96 ACCESS (SHEET 2 OF 2) RIGHT-TWO-LANES CLOSURE & LANE-SHIFT LEGEND CONES CROSSWALK TRAFFIC LIGHT WORK AREA WORK TRUCK Jeffrey Hubbard Comments: CHANNELIZATION SPACING MPH TAPER TANGENT25 / 30 20' 40' 35 / 45 30' 60' ONE-LANE TWO-WAY TAPER 50' TO 100' NOT TO SCALE Comments: MERGING TAPER LENGTH TAPER ("L") LANE WIDTH L MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 1651/2 L 30 150 165 180 35 205 225 245 SHOULDER 40 270 295 320 TAPER 45 450 495 5401/3 L 50 500 550 600 Designed For: LUMEN Project # P. 063985. C. 45 Jeffrey D. Hubbard Traffic Control Supervisor WA TCS # 011989 Draw Date: 12/16/2022 Phone 253-737-5198 jhubbard.tcp@gmail.com _______________________ Date:12/16/2022 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 063985. C. 45CERT:WA TCS # 011989 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA Comments: General Requirements 1. All signs and spacing to conform to the MUTCD and City of RENTON Requirements. 2. Channelizing devices are 28" traffic cones with retro reflective material. 3. All signs are 36" x 36" B/O unless otherwise specified. 4. Alert affected local residents and businesses. 5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be determined by City of RENTON. UNLAWFUL FOR ANYONE (OTHER THAN CITY OF RENTON) TO ALTERTHIS CERTIFIED PLAN WITHOUT EXPRESS WRITTEN CONSENT FROM:JEFFREY D. HUBBARD, TCS# 011989, JHUBBARD.TCP@GMAIL.COM Comments: SIGN SPACINGMPH "X" 20-25 100' 30 200' 35-40 350'45+ 500' SPEED LIMIT25 SUNSET BLVD N MH-96 ACCESS 2003 MAPLE VALLEY HWYBUSSTOPR3-2SEE SHEET 1Comments: ACCESS MH-96 LOCATED IN ROADWAY. RIGHT-TWO-LANES CLOSED SE-BOUND MAPLE VALLEY HWY W/ ARROW BOARDS. INCLUDES LANE-SHIFT SE-BOUND. CENTER-LANE CLOSED NW-BOUND. MAINTAIN 11' MINIMUM LANE WIDTHS. DRIVEWAYS REMAIN OPEN/ACCESSIBLE. NOTIFY TRANSIT. BUS-STOP RELOCATED. PEDESTRIANS ARE NOT IMPACTED. 350' +-350' +-ROADWORKAHEADW20-1CENTERLANECLOSEDAHEADW9-3SPEEDLIMIT40 TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW KEEPRIGHTR4-7bW1-41111111111111111W1-411' MIN CLOSED LANES CLOSEDLANES CLOSEDLANES ACCESSRD1719 MAPLE VALLEY HWY SHIFTING TAPER8' X ~60'DRIVEWAY111117 MAPLE VALLEY HWY MAPLE VALLEY HWY ROADWORKAHEAD W20-1 SIDEWALK SIDEWALK WORK ZONE ~1200' TOTAL SIDEWALK SIDEWALK ISLAND www.invarion.com MFP23002105 Comments: SIGN SPACINGMPH "X" 20 > 100' 25-30 200' 35-40 350'45+ 500'NTRAFFIC CONTROL PLAN JOB # P. 063985. C. 45 PERMIT # Jeffrey Hubbard Comments: CHANNELIZATION SPACING MPH TAPER TANGENT25 / 30 20' 40' 35 / 45 30' 60' ONE-LANE TWO-WAY TAPER 50' TO 100' NOT TO SCALE Comments: MERGING TAPER LENGTH TAPER ("L") LANE WIDTH L MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 1651/2 L 30 150 165 180 35 205 225 245 SHOULDER 40 270 295 320 TAPER 45 450 495 5401/3 L 50 500 550 600 Date:4/18/2023 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 063985. C. 45CERT:WA TCS # 011989 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA Comments: General Requirements 1. All signs and spacing to conform to the MUTCD and City of RENTON Requirements. 2. Channelizing devices are 28" traffic cones with retro reflective material. 3. All signs are 36" x 36" B/O unless otherwise specified. 4. Alert affected local residents and businesses. 5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be determined by City of RENTON. UNLAWFUL FOR ANYONE (OTHER THAN CITY OF RENTON) TO ALTERTHIS CERTIFIED PLAN WITHOUT EXPRESS WRITTEN CONSENT FROM:JEFFREY D. HUBBARD, TCS# 011989, JHUBBARD.TCP@GMAIL.COM Comments: DIG, TRENCH, ACCESS HH25-TA, RESTORE. RIGHT-TWO-LANES CLOSED SE-BOUND MAPLE VALLEY HWY W/ ARROW BOARDS. MAINTAIN 11' MINIMUM LANE WIDTHS. DRIVEWAYS REMAIN OPEN/ACCESSIBLE. SIDEWALKS REMAIN OPEN/ACCESSIBLE. SPOTTER WILL ASSIST AT WORK AREA. SPEEDLIMIT25 TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW ISLAND ARROW BOARD DIG TRENCH HH25-TA (SEE SHEET 2) WORK ZONE ~800' TOTAL SIDEWALK SIDEWALK 11' MIN CLOSED LANE ACCESSRD111117 ROADWORKAHEAD W20-1 X 200' +- X 200' +- X 200' +-ROADWORKAHEADW20-1W4-2171111111111L 115'+- 2L230'+-11111111111111TRAFFIC FLOW 11' MIN SEE SHEET 2RIGHT TWO LANESCLOSEDAHEADW20-5aLEGEND ARROW BOARD CONES CROSSWALK TRAFFIC LIGHT WORK AREA WORK TRUCK MAPLE VALLEY HWY @ 2003 MAPLE VALLEY HWY DIG / TRENCH / HH25-TA ACCESS (SHEET 1 OF 2) RIGHT-TWO-LANES CLOSURE MAPLE VALLEY HWY 2003 MAPLE VALLEY HWY Designed For: LUMEN Project # P. 063985. C. 45 Jeffrey D. Hubbard Traffic Control Supervisor WA TCS # ES2 000151 Draw Date: 4/18/2023 Phone 253-737-5198 jhubbard.tcp@gmail.com _______________________ www.invarion.com MFP23002105 Comments: SIGN SPACINGMPH "X" 20 > 100' 25-30 200' 35-40 350'45+ 500'NTRAFFIC CONTROL PLAN JOB # P. 063985. C. 45 PERMIT # Jeffrey Hubbard Comments: CHANNELIZATION SPACING MPH TAPER TANGENT25 / 30 20' 40' 35 / 45 30' 60' ONE-LANE TWO-WAY TAPER 50' TO 100' NOT TO SCALE Comments: MERGING TAPER LENGTH TAPER ("L") LANE WIDTH L MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 1651/2 L 30 150 165 180 35 205 225 245 SHOULDER 40 270 295 320 TAPER 45 450 495 5401/3 L 50 500 550 600 Date:4/18/2023 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 063985. C. 45CERT:WA TCS # 011989 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA Comments: General Requirements 1. All signs and spacing to conform to the MUTCD and City of RENTON Requirements. 2. Channelizing devices are 28" traffic cones with retro reflective material. 3. All signs are 36" x 36" B/O unless otherwise specified. 4. Alert affected local residents and businesses. 5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be determined by City of RENTON. UNLAWFUL FOR ANYONE (OTHER THAN CITY OF RENTON) TO ALTERTHIS CERTIFIED PLAN WITHOUT EXPRESS WRITTEN CONSENT FROM:JEFFREY D. HUBBARD, TCS# 011989, JHUBBARD.TCP@GMAIL.COM Comments: DIG, TRENCH, ACCESS HH25-TA, RESTORE. RIGHT-TWO-LANES CLOSED SE-BOUND MAPLE VALLEY HWY W/ ARROW BOARDS. MAINTAIN 11' MINIMUM LANE WIDTHS. DRIVEWAYS REMAIN OPEN/ACCESSIBLE. SIDEWALKS REMAIN OPEN/ACCESSIBLE. SPOTTER WILL ASSIST AT WORK AREA. DIG TRENCH HH25-TA WORK ZONE ~800' TOTAL 2003 MAPLE VALLEY HWY X 350' +-ROADWORKAHEADW20-1TRAFFIC FLOW TRAFFIC FLOW 11111111DRIVEWAYMAPLE VALLEY HWY SIDEWALK SIDEWALK11111111111111 ARROWBOARD DRIVEWAYLEGEND ARROW BOARD CONES CROSSWALK TRAFFIC LIGHT WORK AREA WORK TRUCK Designed For: LUMEN Project # P. 063985. C. 45 Jeffrey D. Hubbard Traffic Control Supervisor WA TCS # ES2 000151 Draw Date: 4/18/2023 Phone 253-737-5198 jhubbard.tcp@gmail.com _______________________ L 115'+- B 155'+- MAPLE VALLEY HWY @ 2003 MAPLE VALLEY HWY DIG / TRENCH / HH25-TA ACCESS (SHEET 2 OF 2) RIGHT-TWO-LANES CLOSURE SEE SHEET 1SPEEDLIMIT25 SPEED LIMIT40 MAPLE VALLEY HWY TRAFFIC FLOW CLOSED LANE 11' MIN SPEEDLIMIT40 START www.invarion.com MFP23002105 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.0060361600”NVICINITY MAPSL2003 MAPLE VALLEY HWYRENTON, WA 98057P.063985W26226RNTNWA0123N5E1704/03/2341®CUSTOMER NAME: N/ALCON: N/APHONE #: N/AEMAIL: n/aWFMT #: N/AORDER #:  N/AARMOR OR DSR #: N/ASCOPE OF WORK:POF: @ MANHOLE 294, SPLICE ONLY. @ NEWLY PLACED HANDHOLE, INTERCEPT 4" UNDERGROUNDCONDUIT IN ROAD & BORE THEN PLACE APPROX 28' OF NEW 24' FIBER & NEW 4" CONDUIT FROM4'X4' BORE PIT 1 TO 4'X4' BORE PIT 2. REMOVE & RESTORE 4'X4' ASPHALT & 6'X6' CEMENT PAD.SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comMFP23002105 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 SL2003 MAPLE VALLEY HWYRENTON, WA 98057P.063985W26226RNTNWA0123N5E1704/03/2342®MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comMFP23002105 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.T 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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 1 2 ' 1 2 ' 1 2 ' 8 5 ' 6 6 ' R/W R/W R/W R/W R/W R/W R/W R/W R/W 3'170' EOP EOP EOP EOP EOP 4 5 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' EOP EOP EOP EOP MAPLE VALLEY HWYHWY - 1696' SIDEWALK6' SIDEWALK6' SIDEWALKI - 4 0 5 O F F R A M P I - 4 0 5 O N R A M P I - 405 OFF RAMP I - 405OVER-PASS1719PARCEL#17230590131820PARCEL#172305913225 . 1 7 MI L E P O S TNOTE:POF: @ MANHOLE 294,SPLICE ONLY.L M N M H 2 9 4 47 . 4 8 3 2 2 , -1 2 2 . 1 9 5 6 1 35SPEEDLIMITNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSSL2003 MAPLE VALLEY HWYRENTON, WA 98057P.063985W26226RNTNWA0123N5E1704/03/2343RSH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comMFP23002105 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.TTTTTTTT EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP T C/L C/L C/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 5 5 ' 44 ' 9 0 ' 3 8 ' 1 8 '20'46' EOP EOP MAPLE VALLEY HWYHWY - 1696' SIDEWALK6' SIDEWALK2003MAPLE VALLEY HWYPARCEL#172305910324. 9 1 MI L E P O S T NOTE:@ NEWLY PLACED HANDHOLE, INTERCEPT 4"UNDERGROUND CONDUIT IN ROAD & BORETHEN PLACE APPROX 28' OF NEW 24' FIBER &NEW 4" CONDUIT FROM 4'X4' BORE PIT 1 TO4'X4' BORE PIT 2. REMOVE & RESTORE 4'X4'ASPHALT & 6'X6' CEMENT PAD.0+0 0 4 ' X 4 ' B O R E P I T 1 IN T E R C E P T I O N P O I N T 0+28 4'X4' BOR E P I T 2 & LMN NEW H H 47.47975,- 1 2 2 . 1 9 1 0 1 PARCEL#3955901420PARCEL#1723059026NOTE:EXISTING 4"UNDERGROUND CONDUIT.PLANTER GRADE SOFT, ASPHALT &CONCRETE SURFACE36" MIN BORE DETAIL 'A'BORE PLACEMENT OF 4" CONDUIT - 36" MINN.T.S.6"MIN.4" CONDUIT35SPEEDLIMITNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS4RSL2003 MAPLE VALLEY HWYRENTON, WA 98057P.063985W26226RNTNWA0123N5E1704/03/234SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comMFP23002105POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS