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HomeMy WebLinkAboutMFP24001188.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24001188 IVR Number: 24001188 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:03/08/2024Application Date:1723059100Parcel Number: 1850 MAPLE VALLEY HWY Permit Type:03/28/2024Issue Date:Franchise Permit Work Class:03/28/2025Expiration Date:Major Utility Job Number: JB0001256614Franchise Type:Cable Description: JB0001256614 COMCAST PROPOSES PLACE NEW 2 IN RISER ON EXISTING POLE 0LF OVERLASH 96 CT FIBER TO EXISTING STRAND 12 POLES, 3063LF 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 Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact VIRK HOSPITALITY RENTON LLC 8815 SW SUN PLACE WILSONVILLE , OR 97070 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 3:30pm4/8/2024 5/8/2024 VIRK INVESTMENTS 1850 MAPLE VALLEY HWY, RENTON, WA 87057 MasTec North America INC ADRIAN ANDINO 457-35606 Place new 2" riser on existing pole overlash 96CT fiber to existing strand( 12 Poles) MFP24001188 Monday - Friday Scott Warlick CED 5/1/2024 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: 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 3/8/2024 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCAAAAAAAAPOLE-12379'NE 3RD STNE 3RD ST←SIDEWALK →←SIDEWALK →2631NE 4TH STREVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL81NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTER35 XWORK ZONE TYPMFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCAAAAAAAAAAAAAAAPOLE-11SP.WAKV.0140370'379'NE 3RD ST←SIDEWALK →NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL82DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTER35 XWORK ZONE TYPMFP24001188 OCFOCFOCFOCFOCFOCFOCF O C FOC FOC FOCFOCFOCFOCFOCFOCFOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOCFOCFOCFOCFOCFOCAAAAAAAAAAAAAAPOLE-10POLE-9←DRIVEWAY→EDMONDS AVE NE249'158'370'NE 3RD ST←SIDEWALK →←SIDEWALK →2304NE 4TH STNADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL83DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTERWORK ZONE TYPAERIAL CROSSING TIMEWILL BE APPROX 5 MINPOLICEOFFICERXX35X X25 XX35 XX X X 25X WORK ZONE TYPSPOTTERTRAFFIC CONTROL PLAN NOTES1.TRAFFIC SIGNAL SHALL BE SET TO "FLASHINGRED" MODE. DISCRETION AND SCHEDULINGPER CITY OF RENTON.2. UPO SHALL STOP TRAFFIC WHEN AERIAL XINGINTERSECTS NOTED ROW. OTHERWISE, LANECLOSURE SHALL RESUME AS NOTED.3. METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP RELOCATION IFNECESSARY. BUSES MUST BE PERMITTED TOSTAY ON SCHEDULE.4. ALL ROW WORK MUST YIELD TO PUBLICTRANSIT. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN PUBLIC TRANSITDEPARTS, COMMENCE WORK.MFP24001188 OCFOCFOCFOCFOCEOPEOPEOPFOCFOCFOCFOCFOCFOCFOCCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC←DRIVEWA Y →NE 3RD STAAAAAAAAAAAAAAAPOLE-7POLE-8301'249'NE 3RD ST←SIDEWALK →NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL84DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTER35 XWORK ZONE TYPWORK ZONE TYPMFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPBLAINE A V E N E AAAAAAAAAAAAAAPOLE-5POLE-7POLE-6←SIDEWALK →270'69'325'NE 3RD ST300VUEMONT PL NENADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL85DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTERWORK ZONE TYPXX35 XXX35 X X25 X FLAGGERFLAGGERFLAGGERWORK ZONE TYPAERIAL CROSSING TIMEWILL BE APPROX 5 MINXXMFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCAAAAAAAAAAAAAPOLE-3POLE-4389'282'NE 3RD ST←SIDEWALK →NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL86DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35 XNE 3RDSTSPOTTER35XWORK ZONE TYPWORK ZONE TYPMFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOFOCFOCFOCFOCFOCFOCFOCFOC FOCFOCFOCFOCAAAAAAAAAAAAAAAPOLE-1POLE-2POLE-3MONTEREY DR NE←DRIVEWAY→271'389'BRON S O N W A Y N E NE 3RD ST1850MAPLE VALLEY HWY←SIDEWALK →←SIDEWALK →←SIDEWALK →NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL87DIRECTION OF AERIAL WORKSLOW ROLLING WORK ZONEXX35XNE 3RDSTSPOTTERWORK ZONE TYP25XX35 AERIAL CROSSING TIMEWILL BE APPROX 5 MINXX35 XXX35X X2 5 XPOLICEOFFICERMATCH-TO TCP-8SPOTTERTRAFFIC CONTROL PLAN NOTES1. TRAFFIC SIGNAL SHALL BE SET TO "FLASHINGRED" MODE. DISCRETION AND SCHEDULINGPER CITY OF RENTON.2. UPO SHALL STOP TRAFFIC WHEN AERIAL XINGINTERSECTS NOTED ROW. OTHERWISE, LANECLOSURE AND LANE SHIFT SHALL RESUME ASNOTED.3. METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP RELOCATION IFNECESSARY. BUSES MUST BE PERMITTED TOSTAY ON SCHEDULE.4. ALL ROW WORK MUST YIELD TO PUBLICTRANSIT. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN PUBLIC TRANSITDEPARTS, COMMENCE WORK.MFP24001188 FOC FOC FOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOC AAAAAAAPOLE-1POLE-2MONTEREY DR NEMONTEREY PL NE271'1850MAPLE VALLEY HWY←SIDEWALK →NADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSABCDFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 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)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 840WARNINGSIGN SYMBOLWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.REVISIONSDATE DESCRIPTION INITIALSHEET OFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sRVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY,RENTON, WA 98057JB - 0001043124COMCASTSITE NAME:LOCATION ADDRESS:COMCAST JOB NUMBER:REVISIONSDATE DESCRIPTION INITIAL88NE 3RDSTFLAGGERFLAGGERXX25XXX X X25 MATCH-TO TCP-7MFP24001188 SEFNCOCOMMUNICATIONSPROPOSED AERIAL FIBER INSTALLATIONCOMCASTVIRK INVESTMENTS, INC1850 MAPLE VALLEY HWY, RENTON, WA 98057JB - 0001043124MFP24001188 © 2024 Microsoft Corporation © 2024 TomTom POLE-1 POLE-2 POLE-3POLE-5 POLE-10 POLE-11 POLE-12 POLE-7 POLE-6 POLE-8 POLE-9 POLE-4 SP.WAK V . 0 1 40 REVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSVICINITY MAP1850 MAPLE VALLEY HWY,RENTON, WA 98057CONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-9SITE-PLAN10-11TYPICAL DETAILS11N/AN/ADESCRIPTION OF WORKTOTALPLACE NEW 2" RISER ON EXISTING POLE0LFOVERLASH 96 CT FIBER TO EXISTING STRAND (12 POLES)3063LFTOTAL:3063LFBEGIN2631 NE 4TH ST,RENTON, WA 98057END2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPEVICINITY MAPTOAN VU4610 TACOMA AVESUMNER, WA 98390PHONE:N/AEMAIL: TVU@SEFNCO.COMJOSHUA ASHLEY11308 SW 68TH PKWY,TIGARD, OR 97223-8679PHONE: +1 (503) 939-7931EMAIL: JOSHUA_ASHLEY@COMAST.COMMFP24001188This 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 REVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU D IGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONS11N/AN/A3THE 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.GENERAL NOTESRENTON1.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 STANDARDDETAIL - SECTION F 110.0-110.2.4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARDDETAIL - 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.THE INFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTIONPATH. ALL INSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROMUTILITIES.MFP24001188 REVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONS11N/AN/A4LEGEND LEGENDTELECOMMUNICATIONSANITARY 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/WWARNINGSIGN SYMBOLWARNING SIGN PLACEMENT (W/ PART #)TRAFFIC BARRELHYDRO-VAC TRENCHKEEPRIGHTREGULATORY SIGN (W/ PART #)LIMITSPEEDR2-125SPEED LIMIT CALLOUTWARNINGSIGN SYMBOLSIGN PLACEMENT / DIRECTIONTRAFFIC CONEFLAGGER STATIONFLAGGER STATIONPATROL CARPOLICEOFFICERUNIFORMED 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 CASEMANHOLENode SymbolPEDESTALNode SymbolNode SymbolPAMINIBRIDGERTTTAATAPAMPLIFER 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 MUTCDMINIBRIDGER PICTURETAP PICTUREEquipmentABCDABCDAMPLIFIER PICTURE.\Examples\RTTG\BV HARDWARE PICS\FFT - Q SERIES. 1.PNG MFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC AAAAAAAAAAAAAPOLE-1POLE-2MONTERE Y D R N E ←DRIVEWAY→271'389'BRONSON WAY NER/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/W R/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/W NE 3RD ST1850MAPLE VALLEY HWY←SIDEWALK →←SIDEWALK →←SIDEWALK →REVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what 'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSN115SITE PLAN - 1 12SITE PLAN CONSTRUCTION NOTESOVERLASH 96 CT FIBER TOEXISTING STRAND. SEE DETAIL ON11 OF 11PLACE NEW 2" RISER. SEE TYPICALRISER DETAIL ON SHEET 10 OF 1121MATCH TO SITE PLAN - 2 MFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOP EO P EO P EOP EOP EO P AAAAAAAAAAAAAAPOLE-3POLE-4←SIDEWALK →282'270'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNE 3RD STREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what 'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSN116SITE PLAN - 21 MATCH TO SITE PLAN - 3 2SITE PLAN CONSTRUCTION NOTESOVERLASH 96 CT FIBER TOEXISTING STRAND. SEE DETAIL ON11 OF 11MATCH TO SITE PLAN - 1 MFP24001188 EOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPEOP EOP EOPEOPEOPEOPEOP EOPBLAINE AVE NENE 3RD ST A AAAAAAAAAAAAAPOLE-5POLE-7POLE-669'325'301'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/W300VUEMONT PL NEREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what 'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSN117SITE PLAN - 3 12SITE PLAN CONSTRUCTION NOTESOVERLASH 96 CT FIBER TOEXISTING STRAND. SEE DETAIL ON11 OF 11PLACE 96 CT SHEATH 200'STORAGE21MATCH TO SITE PLAN - 4 AERIAL FIBER STORAGE NOTE:A MINIMUM OF 200' OF STORAGE SHALL BE PLACEDAPPROX. 1500'. USE BEST JUDGEMENT TO DETERMINEACTUAL STORAGE LOCATION BASED OFF SIT CONDITIONSSTORAGE IS TO BE PLACED AT LOCATIONS ALONG THECONSTRUCTION PATH,NOT ONLY AT THE TAILS.MATCH TO SITE PLAN - 2 MFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCEOPEOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC←DRIVEWAY→AAAAAAAAAAAAAAAPOLE-10POLE-8POLE-9←DRIVEWAY→EDMONDS AVE NE EDMONDS AVE NE249'158'370'R/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/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WNE 3RD ST ←SIDEW A L K →←SIDEWALK →2304NE 4TH STREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what 'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSN118SITE PLAN - 41 MATCH TO SITE PLAN - 5 2SITE PLAN CONSTRUCTION NOTESOVERLASH 96 CT FIBER TOEXISTING STRAND. SEE DETAIL ON11 OF 11MATCH TO SITE PLAN - 3 MFP24001188 FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCAAAAAAAAAAAAAAPOLE-11POLE-12SP.WAKV.0140379'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNE 3RD ST←SIDEWALK →2631NE 4TH STREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what 'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSN119SITE PLAN - 5 12SITE PLAN CONSTRUCTION NOTESOVERLASH 96 CT FIBER TOEXISTING STRAND. SEE DETAIL ON11 OF 11TIE INTO EXISTING FIBERCASE# SP.WAKV.014021MATCH TO SITE PLAN - 4 3PLACE 96 CT SHEATH 200'STORAGE3MFP24001188 11REVISIONSDATEDESCRIPTIONINITIALREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSNTS10TYPICAL DETAILS N(1) 10' NOTCHED STEELCONDUIT SECTIONPROPOSED FIBER15" HDG POLE BRACKETW/ PIPE CLAMP (B2017BY POWER-STRUT OREQUAL) 4" MIN. OFFSETFROM POLETYPE C STEEL-TO-STEELADAPTER. CAP (1) 4"Ø AT 10'.(1) 10' NOTCHED & (1) 10'STEEL CONDUITSECTIONS3'R, 90°STEELEXISTING UTILITY POLETYPE C STEEL-TO-STEEL ADAPTERTYPICAL POLE RISERS (2) 4"ØEXISTING GROUND22' (TYP.) 24' (TYP.) HEIGHT VARIES MFP24001188 11REVISIONSDATEDESCRIPTIONINITIALREVISIONSDATEDESCRIPTIONINITIALSHEETOFDATE: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.SCALE STAMPDRAWN BY:KLI2/26/2024Know what'sbelow.CallRbefore you dig.81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTVIRK INVESTMENTS, INC 1850 MAPLE VALLEY HWY, RENTON, WA 98057 JB - 0001043124 COMCASTSITE NAME: LOCATION ADDRESS: COMCAST JOB NUMBER:SEFNCOCOMMUNICATIONSNTS11TYPICAL DETAILS NAERIAL TYPICALSMFP24001188 Mastec North America 4610 TACOMA AVE SUMNER WA, 98390 3/28/2024 To whom it may concern: City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0001043124 To whom it may concern, SEFNCO Communications has been contracted to design and engineer this project on behalf of Comcast Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to place new 2” riser on existing pole, overlash 96CT fiber to existing strand (12 Poles) 3063LF Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash will not cause substantial adverse impacts to other person or entities in the immediate area and will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent and undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare because Comcast does agree to underground the cable system, but they are waiving the obligation into the future when all other utilities are underground to prevent an undue hardship against Comcast currently. Upon the granting of the Variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project please contact Toan VU at TVU@sefnco.com Thank you for your consideration in this matter. Ashley Kiehn Permit Area Manager Mastec North America o 253 999-2271 | e askiehn@sefnco.com Attachments: 1. Application for ROW permit 2. 11” x 17” Site plan 3. 11” x 17” Design plan 4. Traffic Control Plan May 1, 2024 Ashley Kiehn SEFNCO Communications, Inc. 4610 Tacoma Avenue, Sumner WA 98390 Via Email: askiehn@sefnco.com SUBJECT: Request for Undergrounding Exemption (JB#1256614, MFP24001188, 1850 Maple Valley Hwy) Dear Mrs. Kiehn: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction Inc overlash new fiber for a total of approximately 3063 lineal feet to existing Puget Sound Energy (PSE) poles along NE 3rd St within the City. See the enclosed Site Plan showing the proposed overlashing limits. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast is required to obtain all necessary private utility easements for work on private property. DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Comcast Job JB#1256614 Page 2 of 2 May 1, 2024 Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, May 15, 2024. Appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday.  The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. The appeal submitted in person may be paid on the first floor in our Finance Department. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.   Sincerely, Justin Johnson, PE Interim Development Engineering Director cc: Brianne Bannwarth, Interim CED Administrator Nathan Janders, Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan Justin Johnson DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP24001188 Engineering 1 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 2 A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 3 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 4 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". Page 1 of 1