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HomeMy WebLinkAboutMFP24002858.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24002858 IVR Number: 24002858 Permit Information Permit Name: Verizon - MCI - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STAddress/Location:06/04/2024Application Date:3340403885Parcel Number: 316 SW 16TH ST Permit Type:07/10/2024Issue Date:Franchise Permit Work Class:07/10/2025Expiration Date:Major Utility Job Number: 2311BKSOFranchise Type:Telephone Description: Verizon Business MCI Metro. FOR PROJECT "2311BKSO SEA E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST" FROM EXISTING MCI/VERIZON VAULT ON NE CORNER OF SW 16TH ST AND LIND AVE SW, INSTALL (2) 2" CONDUIT USING OPEN TRENCH AND DIRECTIONAL DRILL METHODS SOUTH ALONG LIND AVE AND EAST ALONG SW 19TH ST TO PROPOSED 2436 VAULT LOCATION. INSTALL (1) 2" CONDUIT AND INTERCEPT BUILDING OWNED CONDUIT AND PULL THROUGH TO PROPOSED SPLICE LOCATION. PULL (1) 72F FIBER CABLE THROUGH AND PLACE PER PLANS. FROM PROPOSED SPLICE PULL (1) 48F FIBER THROUGH EXISTING (1) 4" VACANT CONDUIT INTO 1ST FLOOR ELECTRICAL ROOM FOR FUTURE CONNECTION. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling MGC Permits MGC Technical 15365 NE 90th St, STE 210 REDMOND, WA 98052 ApplicantX Verizon Wireless 3245 158th Ave SE Bellevue, WA 98008 B: (253) 218-9017Contact Kenneth Terhune Verizon 11311 NE 120th St Kirkland, WA 98034 B: (425) 301-8658Contact Kevin Schenck Utility Technologies Inc PO Box 1355 Woodinville, WA 98072 B: (425) 205-2190 C: (206) 730-7327 Contractor Business License Number: 50205Construction Contractor: UTILITI857DS SANFT LOUIE 6120 52ND AVE S SEATTLE , WA 98118 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. 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 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST 316 SW 16TH ST, RENTON, WA 98057 7/22/2024 8/12/2024 UTILITY TECHNOLOGIES INC. KURT MOORE 253.244.1694 18612 144TH AVE NE WOODINVILLE 98072 FROM EXISTING MCI/VERIZON VAULT ON NECORNER OF SW 16TH ST AND LIND AVE SW, INSTALL (2) 2" CONDUIT USING OPEN TRENCH MFP24002858 Monday Friday Scott Warlick CED 7/10/2024 8:00am 3:00pm 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) 07/05/2024 ALLERIE KAHLSTORF NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 19Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULT, TRENCH CONDUIT, PULL FIBER CABLETHROUGH, AND RESTORE SURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN BUSINESS ROADWAY)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST-BOUND LANE)ROADWORKAHEADHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)RIGHTLANECLOSEDAHEADCHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLLEGEND ONGOING CONSTRUCTIONSIGN LEGEND SW 16TH STLIND AVE SW LR3-2W20-1W20-5RW4-2RXXXW20-1W20-1316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320NOTECONTRACTOR TO PLACE SPOTTERFLAGGERS, TEMPORARY ADARAMPS, AND HARD SURFACES TOESCORT PEDESTRIANS THROUGHTHE STAGING AREA. PLACE HARDBARRIERS ALONG PATH PERINSPECTORS DISCRETION.SPOTTERS ONSIDEWALK FORPEDESTRIAN ESCORTWORKVEHICLE2' MINWORK AREA295 SQ FTNOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.LIND AVE SWGRADE GRADE GRADEMFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 29Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN BUSINESS ROADWAY)ROADWORKAHEADHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)RIGHTLANECLOSEDAHEADCHANNELIZING DEVICESLEGEND ONGOING CONSTRUCTIONSIGN LEGEND NOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.SW 16TH STLIND AVE SW LR3-2W20-1W20-5RW4-2RXXXW20-1316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320WORKVEHICLE WORK AREA100 SQ FTTRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST-BOUND LANE)2' MINR3-2OKSCOPE OF WORK:USE WORK AREA TO TRENCH CONDUIT, PULL FIBER CABLE THROUGH, AND RESTORESURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMR3-6LGRADEGRADEGRADE W20-1MFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 39Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN BUSINESS ROADWAY)ROADWORKAHEADHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESLEGEND ONGOING CONSTRUCTIONSIGN LEGEND NOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.SW 16TH STLIND AVE SW L/2R3-2W20-1W20-5LW1-4RXXXW20-1316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320WORKVEHICLEWORK AREA120 SQ FTTRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (WEST-BOUND LANE)2' MINOKSCOPE OF WORK:USE WORK AREA TO TRENCH CONDUIT, PULL FIBER CABLE THROUGH, AND RESTORESURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMR3-6LGRADEGRADEGRADE LEFTLANECLOSEDAHEADW16-7RW20-1MFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 49Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN BUSINESS ROADWAY)ROADWORKAHEADSIGN LEGEND NOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.SW 16TH STLIND AVE SW W20-1316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320WORKVEHICLEWORK AREA110 SQ FTTRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (EAST-BOUND LANE)2' MINSCOPE OF WORK:USE WORK AREA TO TRENCH CONDUIT, PULL FIBER CABLE THROUGH, AND RESTORESURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMGRADEGRADEGRADECENTERLANECLOSEDAHEADW16-7RL/2LL/2W20-1W20-5CW1-4RXXXHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESLEGEND ONGOING CONSTRUCTIONW20-5LW4-2LXXLEFTLANECLOSEDAHEADW4-2LW20-1X 50'-100'MFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 59Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND NOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.SW 16TH STLIND AVE SW W20-1316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320WORKVEHICLEWORK AREA614 SQ FTTRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (EAST-BOUND LANE)2' MINSCOPE OF WORK:USE WORK AREA TO TRENCH CONDUIT, PULL FIBER CABLE THROUGH, AND RESTORESURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMGRADEGRADEGRADERIGHTLANECLOSEDAHEADLW20-1W20-5RW1-4RXXX50'-100'W4-2RW20-1XSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN BUSINESS ROADWAY)HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLLEGEND ONGOING CONSTRUCTIONNOTECONTRACTOR TO PLACE SPOTTERFLAGGERS, TEMPORARY ADARAMPS, AND HARD SURFACES TOESCORT PEDESTRIANS THROUGHTHE STAGING AREA. PLACE HARDBARRIERS ALONG PATH PERINSPECTORS DISCRETION.WORK AREA120 SQ FTSPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTSPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTR3-6ROKMFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 69Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND NOTECONTRACTOR TO COORDINATE WITHONGOING CONSTRUCTION CURRENTLYUTILIZING PARKING SPACES.TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG LIND AVE SW (NORTH-BOUND LANE)VERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMSCOPE OF WORK:USE WORK AREA TO INSTALL NEW VAULT, BORE & TRENCH CONDUIT, PULL FIBERCABLE THROUGH, AND RESTORE SURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYRIGHTLANECLOSEDAHEADSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ARTERIAL ROADWAY)HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLLEGEND ONGOING CONSTRUCTIONNOTECONTRACTOR TO PLACE SPOTTERFLAGGERS, TEMPORARY ADARAMPS, AND HARD SURFACES TOESCORT PEDESTRIANS THROUGHTHE STAGING AREA. PLACE HARDBARRIERS ALONG PATH PERINSPECTORS DISCRETION.LIND AVE SWSW 16TH ST316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.33404040351600 LIND AVE SWPARCEL NO.33404033201601 LIND AVE SWPARCEL NO. 3340404006W20-1W20-5RW4-2RXXXLW20-1W20-1WORKVEHICLEGRADEGRADEGRADESPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTSPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTOKR3-6RWORK AREA517 SQ FTMFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 79Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND TRAFFIC CONTROL PLAN #7 - USE SET-UP WHERE APPLICABLE ALONG LIND AVE SW (NORTH-BOUND LANE)SCOPE OF WORK:USE WORK AREA TO INSTALL NEW VAULT, BORE CONDUIT, PULL FIBER CABLETHROUGH, AND RESTORE SURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMRIGHTLANECLOSEDAHEADSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN ARTERIAL ROADWAY)LIND AVE SWGRADESW 16TH ST SW 19TH STPARCEL NO.33404033271801 LIND AVE SWPARCEL NO.3340404000PARCEL NO.3340403328WORKVEHICLEHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESLEGEND 2' MINW20-1W20-5RW4-2RXXXLCONTRACTOR TO MAINTAIN OPEN DRIVEWAYTO DIRT PATH WHERE FEASIBLE.50'-100'W20-1WORK AREA100 SQ FTMFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 89Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADWORKAHEADSIGN LEGEND SCOPE OF WORK:USE WORK AREA TO INSTALL NEW VAULT, BORE & TRENCH CONDUIT, PULL FIBERCABLE THROUGH, AND RESTORE SURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYRIGHTLANECLOSEDAHEADVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COM1801 LIND AVE SWPARCEL NO.3340404000PARCEL NO.33404033281900 LIND AVE SWPARCEL NO.33404004252001 LIND AVE SWPARCEL NO.1923059013TRAFFIC CONTROL PLAN #8 - USE SET-UP WHERE APPLICABLE ALONG LIND AVE SW (NORTH-BOUND LANE)SHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ARTERIAL ROADWAY)HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLLEGEND NOTECONTRACTOR TO PLACE SPOTTERFLAGGERS, TEMPORARY ADARAMPS, AND HARD SURFACES TOESCORT PEDESTRIANS THROUGHTHE STAGING AREA. PLACE HARDBARRIERS ALONG PATH PERINSPECTORS DISCRETION.LIND AVE SWSW 19TH STWORK AREA716 SQ FTGRADEGRADESPOTTERS ONSIDEWALK FORPEDESTRIAN ESCORTWORKVEHICLE2' MIN50'-100'LW20-1W20-5RW4-2RXXXW20-1W20-5RW20-1XW20-5RW20-1XMFP24002858 NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: NO.123PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - TCPS.dwgPERMIT NUMBER: CONFIDENTIAL/PROPRIETARYSHEET: OF 99Know what'sbelow.before you dig.CallRRENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND TRAFFIC CONTROL PLAN #9 - USE SET-UP WHERE APPLICABLE ALONG LIND AVE SW (NORTH-BOUND LANE)SCOPE OF WORK:USE WORK AREA TO INSTALL NEW VAULT, BORE & TRENCH CONDUIT, INTERCEPT EXISTINGCONDUIT, PULL FIBER CABLE THROUGH, AND RESTORE SURFACES PER INSTRUCTIONS IN THE PLANS.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMSW 19TH STPARCEL NO.3340403328200 SW 19TH STPARCEL NO.3340403325PARCEL NO.33404005851900 LIND AVE SWPARCEL NO.3340400425NOTECONTRACTOR TO PLACE SPOTTERFLAGGERS, TEMPORARY ADARAMPS, AND HARD SURFACES TOESCORT PEDESTRIANS THROUGHTHE STAGING AREA. PLACE HARDBARRIERS ALONG PATH PERINSPECTORS DISCRETION.LIND AVE SW EAST VALLEY RDSHORT-TERM STATIONARY WORK ZONE - MULTI-LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN BUSINESS ROADWAY)ROADWORKAHEADRIGHTLANECLOSEDAHEADCENTERLANECLOSEDAHEADGRADEW20-1W20-5RW1-4LXXXWORKVEHICLE2' MINR3-250'-100'L/2L/2W16-7RW16-7RL/2W20-1W20-5CXXXW1-4RSPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTSPOTTER ONSIDEWALK FORPEDESTRIAN ESCORTHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLLEGEND MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123© 2024 Microsoft Corporation © 2024 TomTom SITE LOCATIONSHEET INDEXSCOPE OF WORK:FROM EXISTING MCI/VERIZON VAULT ON NECORNER OF SW 16TH ST AND LIND AVE SW,INSTALL (2) 2" CONDUIT USING OPEN TRENCHAND DIRECTIONAL DRILL METHODS SOUTHALONG LIND AVE AND EAST ALONG SW 19THST TO PROPOSED 2436 VAULT LOCATION.INSTALL (1) 2" CONDUIT AND INTERCEPTBUILDING OWNED CONDUIT AND PULLTHROUGH TO PROPOSED SPLICE LOCATION.PULL (1) 72F FIBER CABLE THROUGH ANDPLACE PER PLANS. FROM PROPOSED SPLICEPULL (1) 48F FIBER THROUGH EXISTING (1) 4"VACANT CONDUIT INTO 1ST FLOORELECTRICAL ROOM FOR FUTURECONNECTION.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 112STARTENDADDRESS: 316 SW 16TH ST, RENTON, WA 98057PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4.-9.DESIGN VIEWS A-F10. UNDERGROUND TYPICALS11. SITE PHOTOGRAPHS12. CROSS SECTIONSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCHRISTOPHER MARTINEZMGC TECHNICAL CONSULTING, INC.6244 185TH AVE NEREDMOND, WA 98052C.206.419.2712CHRISTOPHER@MGCTECHNICAL.COMVERIZON CONTACT:KENNY TERHUNE11311 NE 120TH STKIRKLAND, WA 98034C.425.652.4190KENNETH.TERHUNE@VERIZON.COMSHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9MFP24002858This 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 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 212#F#F#F##LEGENDMFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123GENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 312The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 412CONSTRUCTION NOTESMATCH TO SHEET 5DESIGN VIEW A POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #11 FOR SITE PHOTOGRAPHS.1601 LIND AVE SWPARCEL NO. 33404040061600 LIND AVE SWPARCEL NO.3340403320316 SW 16TH STPARCEL NO.3340403885500 SW 16TH STPARCEL NO.3340404035SW 16TH STLIND AVE SW94'28'29'11'10'13'11'13'10' 11' 12' 11' 11'RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.2PROPOSED INSTALL (2) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.3PROPOSED INSTALL (1) NEW 3060 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.1EXISTING MCI/VERIZON VAULT, CORE VAULT, PULL (1) 72FFIBER CABLE THROUGH, COIL AND SPLICE. CONTRACTORTO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION.4PROPOSED 3'X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL (1) 72F FIBER CABLE THROUGH.5PROPOSED INSTALL (2) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.123452115'73'64'14'24'57'13'28'27' 14'66'7' 11' 86'5'8'1'1'6' 6' 6'24'25'148'2' 4'ADEGA2'3' 5' 10'12" BP HIGH PRESSUREPETROLEUM/JETFUELA A 10'MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 512CONSTRUCTION NOTESMATCH TO SHEET 6 MATCH TO SHEET 4DESIGN VIEW B POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.Know what'sbelow.before you dig.CallRLIND AVE SW1601 LIND AVE SWPARCEL NO.33404040061600 LIND AVE SWPARCEL NO.33404033205PROPOSED INSTALL (2) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.5SW 16TH ST SW 19TH ST 28'27' 86' 17'55'15' 11' 10' 12' 10' 11'372'1'2' 1' 9'1801 LIND AVE SWPARCEL NO.33404040003' 7' 11'12" BP HIGH PRESSUREPETROLEUM/JETFUELMFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 612CONSTRUCTION NOTESMATCH TO SHEET 7 MATCH TO SHEET 5DESIGN VIEW C Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #11 FOR SITE PHOTOGRAPHS.LIND AVE SW1801 LIND AVE SWPARCEL NO.334040400010' 11' 11' 10'POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.3PROPOSED INSTALL (1) NEW 3060 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.4PROPOSED 3'X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL (1) 72F FIBER CABLE THROUGH.5PROPOSED INSTALL (2) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.53453SW 16TH ST SW 19TH ST 86' 22'21' 22'43'22'94'277'A1' 2' 4'16' 9'10'PARCEL NO.3340403328PARCEL NO.33404033277'5'7'12" BP HIGH PRESSUREPETROLEUM/JETFUELMFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 712CONSTRUCTION NOTESMATCH TO SHEET 6DESIGN VIEW D Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #11 FOR SITE PHOTOGRAPHS.SW 19TH STLIND AVE SW1900 LIND AVE SWPARCEL NO.33404004251801 LIND AVE SWPARCEL NO.3340404000MATCH TO SHEET8POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.2PROPOSED INSTALL (2) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.3PROPOSED INSTALL (1) NEW 3060 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.4PROPOSED 3'X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL (1) 72F FIBER CABLE THROUGH.5PROPOSED INSTALL (2) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.534245486'22'21'21'43'22'10'12'10'10'62'19'18'14'36'11'12'12'12'AGAA19'162'5 3 ' 16' 5'3'5'5'5'8'4'2'1'2'2'3'PARCEL NO.33404033282001 LIND AVE SWPARCEL NO.19230590136'7'3'6'12" BP HIGH PRESSUREPETROLEUM/JETFUELB B MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 812CONSTRUCTION NOTESMATCH TO SHEET 7 MATCH TO SHEET9DESIGN VIEW E Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #11 FOR SITE PHOTOGRAPHS.200 SW 19TH STPARCEL NO.33404033251900 LIND AVE SWPARCEL NO.3340400425SW 19TH STPOTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.2PROPOSED INSTALL (2) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.4PROPOSED 3'X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL (1) 72F FIBER CABLE THROUGH.5PROPOSED INSTALL (2) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.6PROPOSED INSTALL (1) NEW 2436 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.8PROPOSED INTERCEPT EXISTING CONDUIT WITH SPLIT Y,PULL (1) 72F FIBER CABLE THROUGH. CONTRACTOR TOVERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION.9EXISTING BUILDING CONDUIT, PULL (1) 72F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT CONDUITPRIOR TO CONSTRUCTION.5467895LIND AVE SW EAST VALLEY RD27'62'18'19'11'37'14'13'12'12'PARCEL NO.3340403328PARCEL NO.3340400585273'30'10' 10' 6'63'271' 4'3'3'AAAAG3' 8' 4'7PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 912CONSTRUCTION NOTESMATCH TO SHEET8DESIGN VIEW F Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #11 FOR SITE PHOTOGRAPHS.200 SW 19TH STPARCEL NO.3340403325PRIVATE DR 9EXISTING BUILDING CONDUIT, PULL (1) 72F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT CONDUITPRIOR TO CONSTRUCTION.10EXISTING BUILDING 253TA, PULL (1) 72F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT VAULTPRIOR TO CONSTRUCTION.11EXISTING BUILDING CONDUIT, PULL (1) 48F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT CONDUITPRIOR TO CONSTRUCTION.9910111ST FLOOR:ELECTRIC ROOM786120'137'25'43'PLAN VIEW F.1 STORAGE ROOM PLAN VIEW F.1111ST FLOOR:ELECTRIC ROOM12SECURE CABLE AND INNER-DUCT TO WALL TO PROPOSEDFDP IN STORAGE ROOM FOR FUTURE CONNECTION.12MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 101230" X 60" VAULT DETAILSCALE: NTSPOLYMER CONCRETECOVER WITHNON SKID LIDBOLT DOWNSTANDARD MARKINGCOVER LIFT PINBOLT DOWNSUPPORT BEAMPOLYMERCONCRETE FRAMEFIBERGLASS VAULT2 PIECE COVER24", 36",OR 48"30"34"36 34"66 34"64"60"1 34"1 34"33 12"63 34"31 34"FLOATINGNUT (8x)24x36 VAULT DETAILSCALE: NTSMFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1112CONSTRUCTION NOTESPHOTO #1: FACING SOUTH ON NORTH SIDE OF SW 16TH STPHOTO #2: FACING NORTH ON EAST SIDE OF LIND AVE SWPHOTO #3: FACING NORTH ON EAST SIDE OF LIND AVE SWPHOTO #4: FACING NORTH ON EAST SIDE OF LIND AVE SWPHOTO #5: FACING WEST ON NORTH SIDE OF SW 19TH STPHOTO #6: FACING EAST IN THE 200 SW 19TH ST PARCELPHOTO #7: FACING NE, 200 SW 19THST FIRST FLOOR ELECT. ROOMPHOTO #8: FACING NW, 200 SW 19THST FIRST FLOOR ELECT. ROOM2PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.3PROPOSED INSTALL (1) NEW 3060 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.1EXISTING MCI/VERIZON VAULT, CORE VAULT, PULL (1) 72FFIBER CABLE THROUGH, COIL AND SPLICE. CONTRACTORTO VERIFY CORRECT VAULT PRIOR TO CONSTRUCTION.4PROPOSED 3'X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL (1) 72F FIBER CABLE THROUGH.5PROPOSED INSTALL (1) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL (1) 72F CABLE THROUGH.6PROPOSED INSTALL (1) NEW 2436 VAULT. CORE VAULT,PLACE CONDUIT FROM TRENCH AND PULL (1) 72F FIBERCABLE THROUGH.9EXISTING BUILDING CONDUIT, PULL (1) 72F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT CONDUITPRIOR TO CONSTRUCTION.10EXISTING BUILDING 253TA, PULL (1) 72F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT VAULTPRIOR TO CONSTRUCTION.11EXISTING BUILDING CONDUIT, PULL (1) 48F FIBER CABLETHROUGH. CONTRACTOR TO VERIFY CORRECT CONDUITPRIOR TO CONSTRUCTION.1234553422554343525746729101112SECURE CABLE AND INNER-DUCT TO WALL TO PROPOSEDFDP IN STORAGE ROOM FOR FUTURE CONNECTION.12127PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL (1) 72F FIBER CABLE THROUGH.MFP24002858 PROJECT NAME: 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH STVERIZON ENGINEER: KENNY TERHUNEENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 316 SW 16TH ST RENTON, WA 98057DRAWING NAME: VERIZON - 2311BKSO - SEA-E_2202BLAS_KENT JUNCTION TO 200 SW 19TH ST - PLANS(REV).dwgPERMIT NUMBER: NO.123NO.123NO.123CONFIDENTIAL/PROPRIETARYSHEET: OF 1212PIPELINE CROSS SECTIONSPIPELINE CROSSING SECTION 'A' - LIND AVE SW @ STATION 0+94FACING NORTH ON LIND AVE SWNORTHBOUNDSOUTHBOUNDS/WS/WCLCURB & GUTTER CURB & GUTTER 12'86'PROPOSED CONDUIT SIZE ANDQUANTITY AS SPECIFIED ONPLAN AND GENERAL NOTES12" BP HIGH PRESSUREPETROLEUM/JETFUEL6'27'28'8'5'2'10' 3'7'9'1'29'PIPELINE CROSSING SECTION 'B' - LIND AVE SW @ STATION 11+46FACING NORTH ON LIND AVE SW101'9'9'9'CL23'22'13'4'11'CURB & GUTTER CURB & GUTTER NORTHBOUNDSOUTHBOUNDS/WS/W12" BP HIGH PRESSUREPETROLEUM/JETFUEL3'7'6'19'23'PROPOSED CONDUIT SIZE ANDQUANTITY AS SPECIFIED ONPLAN AND GENERAL NOTESMFP24002858