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HomeMy WebLinkAboutMFP24000349.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000349 IVR Number: 24000349 Permit Information Permit Name: JB0001671838 UNIVERSITY OF WASHINGTON Address/Location:01/23/2024Application Date:3340405300Parcel Number: 801 SW 16TH ST Permit Type:03/08/2024Issue Date:Franchise Permit Work Class:03/10/2025Expiration Date:Minor Utility Job Number: JB0001671838Franchise Type:Cable Description: JB0001671838 COMCAST PROPOSES TIE IN TO (E) SPLICE CASE AT U/G LOCATION (EA) 3 TIE IN TO (E) SPLICE CASE AT AERIAL LOCATION (EA) 2 TIE IN TO (P) SPLICE CASE AT AERIAL LOCATION (EA) Contacts Name Address PhoneTypeBilling Ashley Kiehn 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact Mastec North America Inc 800 S Douglas Road, 1200 Coral Gables, FL 33134 Contractor Business License Number: 51687Construction Contractor: MASTENA991KJ RENTON PARK 405 PO BOX 30428 CHARLOTTE , NC 28230 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized 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: 3/18/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/18/2021 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 (253) 4610 Tacoma Ave Sumner, WA 98390 9:00am 3:30pm UNIVERSITY OF WASHINGTON 1850 LIND AVE SW, RENTON, WA 98057 2/4/2024 3/4/2024 MasTec North America INC Michael Kinney 569-2964 JB0001671838 Comast proposes tie in to (E) splice csae at u/g location tie in to (E) splice case aerial locatio, tie into (P) splice case at aerial location MFP24000349 Monday - Friday Scott Warlick CED 3/8/2024 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 3/18/2021 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. •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. •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. •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. •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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 3/18/2021 •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) Jessica Bucholtz 1/23/2024 FOCFOCFOCFOCFOC FOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC SW SW SW SWSW 19TH STSW 19TH STSW 19TH STSW 19TH STLIND AVE SW LIND AVE SW LIND AVE SWLIND AVE SW P(E) SPLICE CASE(E) SPLICE CASEREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-15ADVANCED WARNING SIGN SPACINGROAD TYPESPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)2025303540455055606570DISTANCE (FT)115155200250305360425495570645730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)2530354045505560657010105150205270450500550---11115160225295495550605660--121251802453205406006607207808401Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERV ICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFASFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONFASFASFASTRAFFIC CONTROL PLAN GENERAL NOTES1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6.NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7.ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9.FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NXXXROADWORKAHEAD CAUTIONLANE SHIFTXXROADWORKAHEADCENTERLANECLOSEDAHEADKEEPRIGHTKEEPRIGHT X ROADWORKAHEADX ROADWORKAHEADLIMITSPEEDR2-135LIMIT SPEED R2-1 25WORK ZONETRAFFIC CONTROL PLAN NOTES1.OPPOSING CONES SHALL BE 12 SPACING.2.SPOTTERS SHALL YIELD ROW WORK TOPEDESTRIAN TRAFFIC.MFP24000349 FOCFO C FOC FOC FOC SWSWSWSWSWSW FOCFOCFOCFOCFOCFOCFOC FOC FOC SWSWSWSWSWSWSWSWSWSW SW SW SW FOC FOC FOC FOCFOCFOCFOCFOCFOCFLFLFOC FOC FOC FOC FOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWLIND AVE SW LIND AVE SW LIND AVE SW LIND AVE SWEOPEOPEOPEOPEOPEOPSWSWSWSWSWSWSWSWSWSWSW SW 16TH STSW 16TH STSW 16TH STSW 16TH ST(E) SPLICE CASEREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-25ADVANCED WARNING SIGN SPACINGROAD TYPESPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)2025303540455055606570DISTANCE (FT)115155200250305360425495570645730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)2530354045505560657010105150205270450500550---11115160225295495550605660--121251802453205406006607207808402Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERV ICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFASFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONFASFASFASTRAFFIC CONTROL PLAN GENERAL NOTES1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6.NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7.ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9.FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NWORK ZONEXXXROADWORKAHEADRIGHTLANECLOSEDAHEADX ROADWORKAHEADFASLIMITSPEEDR2-135XROADWORKAHEAD X ROADWORKAHEADLIMITSPEEDR2-135TRAFFIC CONTROL PLAN NOTES1.NOTED TURN LANE SHALL BE CLOSED AT ITSBEGINNING.2.SPOTTERS SHALL YIELD ROW WORK TOPEDESTRIAN TRAFFIC.NOTE 1MFP24000349 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWPOLE(P) SPLICE CASESW 16TH STSW 16TH STSW 16TH STSW 16TH STSENECA AVE SW SENECA AVE SWPOLE(E) SPLICE CASEREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-353 Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERV ICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFASFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONFASFASFASTRAFFIC CONTROL PLAN GENERAL NOTES1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6.NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7.ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9.FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NTRAFFIC CONTROL PLAN NOTES1.OPPOSING CONES SHALL BE 12 SPACING.2.THIS IS A SLOW-MOVING, CONTINUOUSOPERATION. SPOTTERS TO MOVE WITHCONSTRUCTION FLOW.3.SPOTTER SHALL YIELD ROW WORK TOPEDESTRIAN TRAFFIC.ADVANCED WARNING SIGN SPACINGROAD TYPESPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)2025303540455055606570DISTANCE (FT)115155200250305360425495570645730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)2530354045505560657010105150205270450500550---11115160225295495550605660--12125180245320540600660720780840XXXROADWORKAHEADCAUTIONLANE SHIFTXXROADWORKAHEAD CENTERLANECLOSEDAHEAD X ROADWORKAHEADLIMITSPEEDR2-135LIMITSPEEDR2-125WORK ZONE TYPKEEP RIGHTKEEPRIGHT MFP24000349 FL FL FL FLFLFLFLSWSWSW SWSWSWSWSWSWSWSWSWSWSWOAKESDALE AVE SW OAKESDALE AVE SW POLE(P) SPLICE CASEFOCFOC FOC FOCFLFLFL FLFLFLFLFLFLFLFLFOCFOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOCFOCSW SW SW SW SW SWSWSWSWFOCFOCFOC FOC FOC FOCSWSWSWSWSWSWSWSWSW SW 16TH STSW 16TH STSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW 16TH STREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-454 Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERV ICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFASFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONFASFASFASTRAFFIC CONTROL PLAN GENERAL NOTES1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6.NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7.ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9.FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NTRAFFIC CONTROL PLAN NOTES1.OPPOSING CONES SHALL BE 12 SPACING.2.THIS IS A SLOW-MOVING, CONTINUOUSOPERATION. SPOTTERS TO MOVE WITHCONSTRUCTION FLOW.3.SPOTTER SHALL YIELD ROW WORK TOPEDESTRIAN TRAFFIC.ADVANCED WARNING SIGN SPACINGROAD TYPESPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)2025303540455055606570DISTANCE (FT)115155200250305360425495570645730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)2530354045505560657010105150205270450500550---11115160225295495550605660--12125180245320540600660720780840XXXROADWORKAHEADCAUTIONLANE SHIFTXROADWORKAHEADXROADWORKAHEADMATCH-TO TCP-5LIMITSPEEDR2-135LIMITSPEEDR2-135WORK ZONEMFP24000349 SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWPOLE(P) SPLICE CASEFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSW 16TH STSW 16TH STSW 16TH STSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-5 55Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERV ICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFASFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONFASFASFASTRAFFIC CONTROL PLAN GENERAL NOTES1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6.NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7.ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9.FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NXXROADWORKAHEAD CENTERLANECLOSEDAHEAD TRAFFIC CONTROL PLAN NOTES1.OPPOSING CONES SHALL BE 12 SPACING.2.THIS IS A SLOW-MOVING, CONTINUOUSOPERATION. SPOTTERS TO MOVE WITHCONSTRUCTION FLOW.3.SPOTTER SHALL YIELD ROW WORK TOPEDESTRIAN TRAFFIC.ADVANCED WARNING SIGN SPACINGROAD TYPESPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)2025303540455055606570DISTANCE (FT)115155200250305360425495570645730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)2530354045505560657010105150205270450500550---11115160225295495550605660--12125180245320540600660720780840MATCH-TO TCP-4 LIMIT SPEED R2-1 35 KEEP RIGHTKEEPRIGHT MFP24000349 SEFNCOCOMMUNICATIONSPROPOSED ROW SPLICING PERMITCOMCASTUNIVERSITY OF WASHINGTON1850 LIND AVE SW RENTON, WA 98057JB0001671838MFP24000349 © 2024 Microsoft Corporation © 2023 TomTom POLE PPOLE POLE Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023CONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5 - 8SITE-PLAN8DESCRIPTION OF WORKTOTALTIE-IN TO (E) SPLICE CASE AT U/G LOCATION (EA)3TIE-IN TO (E) SPLICE CASE AT AERIAL LOCATION (EA)2TIE-IN TO (P) SPLICE CASE AT AERIAL LOCATION (EA)1TOTAL LOCATIONS:6VICINITY MAP2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPENTSJESSAMIN SANTOS410 VALLEY AVEPUYALLUP, WA 98371PHONE: (253) 256-8843EMAIL: Jessamin_Santos@cable.comcast.comMICHAEL KINNEY4610 TACOMA AVESUMNER, WA 98390PHONE:253-569-2964EMAIL: michael.kinney@mastec.comSTA. 10+00'801 SW 16TH STRENTON, WAENDSTA. 00+00'1850 LIND AVE SWRENTON, WABEGINS1S2S3S4MFP24000349 Know what'sbelow.CallR81148 HOURS BEFORE YOU D IGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/2023GENERAL NOTES8GENERAL NOTES3 THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANYRESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREACOVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THELOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEEDSITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARDSHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BYTHE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BEPROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIORTO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLICIMPROVEMENTS IF REQUIRED.4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURINGCONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO:EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOTIDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEERIMMEDIATELY.8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE.9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTORSHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAIDPLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCALJURISDICTION.10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORDDRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALLTIMES.13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONALINFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED INGOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITHHARD SURFACE OR LANDSCAPING.15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTIONENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDEQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.NTSRENTON1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET ALL CITY OF RENTON STANDARDS.2.ALL RENTON STANDARD DETAIL DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE:https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=13637033.ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -SECTION F 110.0-110.2.4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL- SECTION F 102.0.5.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTONSTANDARD DETAIL - SECTION F 103.0.6.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALLINSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.MFP24000349 Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/20238LEGEND 4LEGENDTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERPOWERPARCEL LINERIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILSDSDWWSSSSGGTTLIPD/LEOPFOCRWRWBUILDING OUTLINEPFLFOG LINESIDEWALKSWSWTRENCHDIRECT BOREPROPOSED AERIAL STRAND APROOF/PULLPROPOSED OVERLASHMINOR ARTERIALCOLLECTOR ARTERIALINTERSTATE FREEWAYACCESS STREETPRINCIPAL ARTERIALBUILDINGR/WWARNING SIGN PLACEMENT (W/ PART #)TRAFFIC BARRELHYDRO-VAC TRENCHKEEPRIGHTREGULATORY SIGN (W/ PART #)LIMITSPEEDR2-125SPEED LIMIT CALLOUTSIGN PLACEMENT / DIRECTIONTRAFFIC CONEFLAGGER STATIONFLAGGER STATIONPATROL CARUNIFORMED POLICE OFFICERWORK VEHICLEFENCESTREET LIGHT HANDHOLETELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALSTREET LIGHT POLETRAFFIC SIGNAL HANDHOLECATV MANHOLECATV HANDHOLECATV PEDESTALTRAFFIC SIGNAL POLESTORM MANHOLEWATER VALVEWATER METERTELECOM PEDESTALSTORM INLETSTORM DRAIN UNKNOWN D?SISEWER VALVESSEWER VAULT SSSEWER UNKNOWN S?STORM DRAIN VAULT SDSEWER CLEANOUTSEWER MANHOLESCSEWER CATCH BASIN SSSTORM ACCESS POINTBASE LAYERSEXISTING UTILITIESROAD HATCH CLASSIFICATIONROW WORK LINETYPECOMCAST UNDERGROUND SYMBOLSEXISTING UTILITY SYMBOLSTRAFFIC CONTROL SYMBOLSSTORM CATCH BASIN SDTRAFFIC SIGNAL VAULTGAS METERTEST VALVEPEDESTAL UNK UTILITYFIRE HYDRANTGAS VALVEGAS TEST POINTGAS MANHOLEWATER PUMPGGGWATER AIR CONTROL VALVEWATER WELLWATER SAMPLING STATIONPOWER HANDHOLEPOWER MANHOLEPOWER CABINETPOWER VAULTPOWER PEDESTALPPOWER UNKNOWN PPPPPP?SIGN POSTCULVERTTRANSIT STOPBUSSTOPDRIVEWAY (FOC OR EOP)SDSSANCHORSIDEWALK ANCHOR & GUY(P) FIBER & COUNTF48(P) .625 COAX(P) .875 COAXCOMCAST AERIAL SYMBOLSPROPOSEDEXISTINGWRECKOUTPOLE W/O RISERRISERARMVERTICAL GROUNDSLACK SPANOVERHEAD GUYTANGENT ATTACHMENTDEAD-ENDDOUBLE DEAD-END(E) FIBER & COUNTF48(E) .625 COAX(E) .875 COAXSLSLTSTSTSTSCCCTTTTTSTS?PUMPFWELLTREE TRIMLIGHT/MEDIUM/HEAVYLMH//WRECKOUTVAULTSPLICE CASEMANHOLEPEDESTALPPPAMINIBRIDGERTTTAATAPAMPLIFER POTHOLEBORE PIT / EXCAVATIONMMMPROPOSEDEXISTINGWRECKOUTNODEABCDSTORAGE LOOPX'X'LIT INTERSECTIONFASFLASHING ARROWSEQUENTIAL ARROWSEQUENTIAL CHEVRONFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONORFLASHING DIAMOND CAUTIONARROWBOARD PLACEMENT (SEE BELOW)CHANNELIZING DEVICES / MIN DIMENSIONSNOTE(S):1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITYDISTANCE, NUMBER OF ELEMENTS AND OTHERSPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEADEQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLIDRECTANGULAR APPEARANCES. A TYPE D ARROW BOARDSHALL CONFORM TO THE SHAPE OF THE ARROW.ARROWBOARD TYPE MIN LEGIBILITYDISTANCEMIN SIZE MINIMUM# OFELEMENTSABCD48"×24"60"×30"96"×48"NONE12 MILE1 MILE34 MILE12 MILE121315125FT MIN4FT MIN8-12"45°TYPE 3 BARRICADE3FT MIN45°2FT MIN8-12"TYPE 1 BARRICADE3FT MIN8-12"2FT MIN45°TYPE 2 BARRICADE3-4"6"2"4"28'-36" MAXSPEED < 45MPHNIGHT AND/OR FREEWAYMORE THAN 36"4-6" TYPCONECONESPEED ≥ 45MPHDIRECTION INDICATOR BARRICADE12"8"36" MIN 24" MIN45°UNLIT INTERSECTIONDBTRENCHAVAC-TSPOTTER STATIONALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCDAMPLIFIER PICTURETAP PICTUREEquipmentNTSMFP24000349 BEGIN ROW DESIGN1850 LIND AVE SWPARCEL NO. 3340403328FOCFOCFOCFOCFOCFOC FOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SWSWSWSWSWSWSWSW SW SW SW SWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOC FOC FOC SW SW SW SW 1SW 19TH STSW 19TH STSW 19TH STSW 19TH STLIND AVE SW LIND AVE SW LIND AVE SW R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPGO-TO SITE PLAN-2PATH OF U/G WORK (E) SPLICE CASE(E) SPLICE CASESITE PLAN CONSTRUCTION NOTES12TIE-IN TO (E) SPLICE CASE AT U/G LOCTIE-IN TO (E) SPLICE CASE AT AERIAL LOC3TIE-IN TO (P) SPLICE CASE AT AERIAL LOCKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/20238SITE PLAN-1 5NMFP24000349 FOCF O C FOC FOC FOC FOCSWSWSWSWSWSWSW FOCFOCFOCFOCFOCFOC FOC FOC FOC SWSWSWSWSWSWSWSW SW SW SW SW FOC FOC FOCFOCFOCFOCFOCFLFOC FOC FOC FOCFOCFOCFOCSWSWSWSWSWSWSWSWSWLIND AVE SW LIND AVE SW LIND AVE SWEOPEOPEOPEOPSWSWSWSWSWSWSWSW SW 16TH STSW 16TH STSW 16TH STSW 16TH STR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/W 1600 LIND AVE SWPARCEL NO. 3340403320GO-TO SITE PLAN-1MATCH-TO SITE PLAN-31601 LIND AVE SWPARCEL NO. 3340404006(E) SPLICE CASE1SITE PLAN CONSTRUCTION NOTES12TIE-IN TO (E) SPLICE CASE AT U/G LOCTIE-IN TO (E) SPLICE CASE AT AERIAL LOC3TIE-IN TO (P) SPLICE CASE AT AERIAL LOCKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/20238SITE PLAN-2 6NMFP24000349 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP SWSWSWSWSWSWSWSWSWSWSWSWSWSWPOLE(P) SPLICE CASESW 16TH STSW 16TH STSW 16TH STR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WMATCH-TO SITE PLAN-2GO-TO SITE PLAN-4 SENECA AVE SW SENECA AVE SW 1601 LIND AVE SWPARCEL NO. 3340404006PARCEL NO. 33404040051602 RAYMOND AVE SWPARCEL NO. 3340404003POLE(E) SPLICE CASE2SITE PLAN CONSTRUCTION NOTES12TIE-IN TO (E) SPLICE CASE AT U/G LOCTIE-IN TO (E) SPLICE CASE AT AERIAL LOC3TIE-IN TO (P) SPLICE CASE AT AERIAL LOC3Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/20238SITE PLAN-3 7NMFP24000349 SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WGO-TO SITE PLAN-3POLE(E) SPLICE CASESITE PLAN CONSTRUCTION NOTES12TIE-IN TO (E) SPLICE CASE AT U/G LOCTIE-IN TO (E) SPLICE CASE AT AERIAL LOC3TIE-IN TO (P) SPLICE CASE AT AERIAL LOC801 SW 16TH STPARCEL NO. 33404053002END ROW DESIGNFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSW 16TH STSW 16TH STSW 16TH STSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.UNIVERSITY OF WASHINGTON 1850 LIND AVE SW RENTON, WA 98057 JB0001671838REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS: COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSRPK01/18/20238SITE PLAN-4 8NMFP24000349