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Home My WebLink AboutMFP25000304.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25000304 IVR Number: 25000304 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:01/21/2025Application Date:8557000090Parcel Number: 2510 TALBOT CREST DR S Permit Type:02/20/2025Issue Date:Franchise Permit Work Class:02/20/2026Expiration Date:Major Utility Job Number: JB0001484993Franchise Type:Cable Description: JB0001484993 Comcast proposes to overlash 48ct fiber, pull 48ct fiber thru existing conduit, place new node pedestal, place aerial storage loop, place aerial splice case, place u/g splice case. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Rena Watts Comcast 1575 75th St SW, #200 Everett, WA 98203 B: (425) 977-9120 C: (425) 977-9120 Applicant Gayle Berner Mastec North America Inc. H: (000) 000-0000 C: (253) 364-9363 Applicant Ashley Kiehn 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact 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 EVERSON RANDALL L 2510 TALBOT CREST DR S RENTON , WA 98055 Owner Amy Boldenow Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized 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 Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES 3/14/2025 4/14/2025 Mastec North America Gayle Berner 253.442.3574 4610 TACOMA AVE SUMNER, WA 98390 JB0001484993 OSP DE WAKVD05100 623 S 32nd St, Renton, WA 9 AM 3:30 PM Comcast proposes to overlash 48 ct fiber to existing strand, ~2076 LF; pull 48 ct fiber thru existing conduit, ~3562 MFP25000304 Monday Friday Scott Warlick CED 2/20/2025 Gayle Berner 1/21/2025Gayle Berner A A A A SP0373.WAKV SP.WAKV.0144 TALBOT CREST DR TALBOT RD S S 26TH ST78'154'POLE-1POLE-2REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-114ADVANCED 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 SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NXXXROA D WOR K AHE A D ONE LAN E ROA D AHEA DFLAGGER TRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.LIM I T SPE E D R2- 1 25SPOTTERMATCH-TO TCP-2WORK ZONEXXX ROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEEDR2-130NOTE 2MFP25000304 A A A A A A A A A ATALBOT CREST DRTALBOT RD S TALBOT RD S S 26TH STS 26TH STSHAT T U C K C T S 154' 195' 195'POLE-3POLE-4REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-214ADVANCED 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 SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NXXXROADWORKAHEADONELANEROADAHEADFLAGGERXXXROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEEDR2-130LIMITSPEEDR2-125MATCH-TO TCP-1WORK ZONETRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.NOTE 2MFP25000304 A A A A A A A A A ATALBOT CREST DRTALBOT CREST DR TALBOT RD S TALBOT RD S S 26TH STS 26TH STSHAT T U C K C T S 154' 195'POLE-2POLE-3REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-314ADVANCED 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--121251802453205406006607207808403Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-4XXX ROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEEDR2-130XXXROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEEDR2-125WORK ZONETRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.NOTE 2MFP25000304 A A A A A 200' SP0374.WAKV TALBOT RD S TALBOT RD S S 27TH PLWHITWORTH AVE S195' 81'27'336'POLE-4POLE-5REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-414ADVANCED 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--121251802453205406006607207808404Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-3XXXROADWORK AHEAD ONE LANE ROAD AHEADFLAGGER LIMIT SPEED R2-1 25XXXROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEEDR2-130SPOTTERWORK ZONETRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.NOTE 2MFP25000304 200'SP0374.WAKVTALBOT RD STALBOT RD S S 27TH PLS 28TH PLWHITWORTH AVE SWHITWORTH AVE S27'336'107' 107'P P POLE-5REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-514ADVANCED 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--121251802453205406006607207808405Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NO LANE ENCROACHMENT SHALL OCCUR.2.SHOULDER CLOSURE SHALL BE TYP PER SETUP ONWHITWORTH AVE S, S 31ST ST, AND MORRIS AVES UNLESS OTHERWISE NOTED, RESPECTIVELY.3.ADJACENT BUSINESSES AND/OR RESIDENT'S WILLBE NOTIFIED IN WRITING 72 HRS IN ADVANCE OFPLACEMENT OF "NO PARKING" SIGNS.XXXROADWORKAHEADSHOULDERWORKRIGHTSHOULDERCLOSEDLIMITSPEEDR2-125XROAD WORK AHEADXROADWORKAHEAD 35'SPOTTERLIMITSPEED R2-125LIMIT SPEED R2-1 25NOPARKINGFROMTO TOW-AWAY AREA RCW 46 55 113NOTE 310'WORK ZONEMFP25000304 A A A194'PPP51'145'83'102'109'POLE-6S 32ND STS 32ND STTALBOT RD STALBOT RD S200'REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-614ADVANCED 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--121251802453205406006607207808406Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-7XXXROADWORKAHEADONELANEROADAHEADFLAGGERLIMITSPEED R2-135FLAGGERXXXROADWORKAHEADONELANEROADAHEAD28'SPOTTERWORK ZONE TYP10'LIMITSPEEDR2-135TRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 3-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.3.ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HRS INADVANCE OF PLACEMENT OF "NO PARKING"SIGNS.NOTE 3NOPARKINGFROMTOTOW-AWAY AREA RCW 46 55 113NOTE 2MFP25000304 PP109'SP0376.WAKVS 32ND STS 32ND STSMI T H E R S A V E S SMITHERS A V E S REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-714ADVANCED 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--121251802453205406006607207808407Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-6WORK ZONEFLAGGERXXXROAD WORK AHEAD ONELANEROADAHEAD LIMITSPEED R2-125 TRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 3-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.3.ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HRS INADVANCE OF PLACEMENT OF "NO PARKING"SIGNS.NOPARKINGFROMTOTOW-AWAY AREA RCW 46 55 113MFP25000304 A A A A A A 194'PP51'145'83'102'POLE-6S 32ND STTALBOT RD STALBOT RD S200'REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-814ADVANCED 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--121251802453205406006607207808408Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-9XXXROADWORKAHEADONELANEROADAHEADLIMITSPEEDR2-135XXXROAD WORK AHEAD ONE LANE ROAD AHEAD LIMIT SPEED R2-1 25 FLAGGERWORK ZONEFLAGGERTRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.3.PROPERTY OWNER SHALL BE CONTACTED INADVANCE PRIOR TO PLACEMENT OF WARNINGSIGN ON PRIVATE ROADWAY.MFP25000304 A A A103' 200' A A A A A A A POLE-9POLE-8POLE-7TALBOT RD STALBOT RD SS 33RD PL (PVT ROAD)REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-914ADVANCED 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--121251802453205406006607207808409Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NMATCH-TO TCP-8TRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.3.PROPERTY OWNER SHALL BE CONTACTED IN 72HOURS IN ADVANCE, PRIOR TO PLACEMENT OFWARNING SIGN ON PRIVATE ROADWAY.FLAGGERFLAGGERLIMITSPEEDR2-135SPOTTERSPOTTERWORK ZONEXXROADWORKAHEADONELANEROADAHEADXMFP25000304 A A A A A A 105' 103' 200' A A A APOLE-9POLE-8POLE-10TALBOT RD STALBOT RD SREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-1014ADVANCED 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--1212518024532054060066072078084010Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 2-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.SINGLE LANE CLOSURE / 2-WAY ALTERNATINGTRAFFIC SHALL BE TYP PER SETUP AT POLE-9-13LOCS (REF DESIGN).3.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.FLAGGERXXROADWORKAHEADONELANEROADAHEADLIMITSPEEDR2-135XXXROADWORKAHEADONELANEROADAHEADLIMITSPEEDR2-135SPOTTERSPOTTERFLAGGERXWORK ZONEMFP25000304 A A A A A A A A A A 116' 112' 190'POLE-14POLE-13S 36TH STS 36TH STTALBOT RD SREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-1114ADVANCED 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--1212518024532054060066072078084011Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NLIMITSPEEDR2-135LIMITSPEEDR2-125XXX ROADWORKAHEADONELANEROADAHEADXXXROADWORKAHEADONELANEROADAHEADSPOTTERFLAGGERSPOTTERFLAGGERMATCH-TO TCP-12WORK ZONETRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.MFP25000304 A A A A A SP.WAKV.0145 158' 158'POLE-15POLE-1620'S 37TH STS 37TH STS 37TH STTALBOT RD STALBOT RD S S 37TH STREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-1214ADVANCED 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--1212518024532054060066072078084012Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.NLIMITSPEEDR2-135XXXROADWORKAHEAD ONE LANE ROADAHEAD X X X ROADWORKAHEADONELANEROADAHEADSPOTTERFLAGGERFLAGGERMATCH-TO TCP-11LIMIT SPEED R2-1 25LIMITSPEEDR2-125XXXROADWORKAHEADONELANEROADAHEADWORK ZONENOTE 2TRAFFIC CONTROL PLAN NOTES1.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.MFP25000304 A A A A A A A A SP.WAKV.0145 158' 116' 158'POLE-14POLE-15POLE-1620'S 37TH STS 37TH STS 37TH STTALBOT RD SS 37TH STREVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-1314ADVANCED 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--1212518024532054060066072078084013Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.XXXROADWORK AHEAD ONE LANEROADAHEAD LIMIT SPEED R2-1 25LIMITSPEEDR2-125XXXROADWORKAHEADONELANEROADAHEADNOTE 2XXX ROADWORKAHEADONELANEROADAHEADLIMITSPEEDR2-135WORK ZONEMATCH-TO TCP-14FLAGGERFLAGGERSPOTTERFLAGGERSPOTTERMFP25000304 SP.WAKV.0145S 38TH CTS 38TH CTS 38TH CTTALBOT RD S TALBOT RD S REVISIONSDATEDESCRIPTIONINITIALTRAFFIC CONTROL PLAN-1414ADVANCED 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--1212518024532054060066072078084014Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHT TCP 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.TRAFFIC CONTROL WILL CONSIST OF A SINGLELANE CLOSURE WITH 4-WAY ALTERNATINGTRAFFIC (FLAGGER CONTROLLED).2.METRO SHALL BE NOTIFIED 5 WORKING DAYSIN ADVANCE OF BUS STOP CLOSURE /RELOCATION. ALL BUSES SHALL BE PERMITTEDTO STAY ON SCHEDULE.MATCH-TO TCP-13X X X ROADWORKAHEADONELANEROADAHEADLIMITSPEEDR2-135FLAGGERMFP25000304 PROPOSED AERIAL AND UNDERGROUND FIBER INSTALLATIONCOMCASTReactive - 3 CAPACITY DIGITAL - WAKVD05100 1x2 WAKVD05200 1x22510 TALBOT CREST DR, RENTON, WA 98055JB0001484993MFP25000304This 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 © 2024 Microsoft Corporat ion © 2024 TomTom © 2024 Zenrin POLE-1POLE-2POLE-3 POLE-4 POLE-5 POLE-12 POLE-11 POLE-9 POLE-8 POLE-7 POLE-10POLE-14 POLE-15POLE-16 POLE-13 POLE-6 Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF VICINITY MAP2510 TALBOT CREST DR SRENTON, WACONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5 - 16SITE-PLAN17TYPICAL DETAILS18PEDESTAL DETAIL18N/AN/ADESCRIPTION OF WORKTOTALOVERLASH 48 CT FIBER TO EXISTING STRAND (16 POLES)2076LFPULL 48 CT FIBER THRU EXISTING CONDUIT3562LFPLACE NEW NODE PEDESTAL (EA: 1)PLACE 200' AERIAL STORAGE LOOP (EA: 1)PLACE AERIAL SPLICE CASE (EA: 2)PLACE U/G SPLICE CASE (EA: 1)TOTAL:5638LFVICINITY MAP BEGIN3623 TALBOT RD SRENTON, WAEND2COMCASTMASTEC OPEMASTEC PERMITTINGASHLEY KIEHNPHONE: (253) 797-8118EMAIL: ashley,kiehn@mastec.comDOMINIC MINNITIPHONE: (206) 327-7475EMAIL: dominic.minniti@mastec.comJOSHUA ASHLEYPHONE: (503) 939-7931EMAIL: Joshua_Ashley@comcast.comS12S11S10S9S8S5S6S7S4S3S2S1623 S 32ND STRENTON, WA2833 MORRIS AVERENTON, WAMFP25000304 Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18N/AN/AGENERAL 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.MFP25000304 Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18N/AN/ALEGEND 4LEGENDTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERPOWERPARCEL LINERIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILSDSDWWSSSSGGTTLIPD/LEOPFOCRWRWBUILDING OUTLINEPFLFOG LINESIDEWALKSWSWTRENCHDIRECT BOREPROPOSED AERIAL STRAND PROOF/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 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 STOPDRIVEWAY (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 PICTUREEquipmentMFP25000304 A A A A A A A A A A A SP0373.WAKV SP.WAKV.0144TALBOT CREST DRTALBOT CREST DR TALBOT RD S TALBOT RD S S 26TH STS 26TH STS 26TH STSHAT T U C K C T S R/W R/W R/W R/WR/WR/WR/WR/WR/WR/W R/WOVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPBEGIN ROW DESIGNTIE-IN TO EXISTING FIBER CASEPLACE / TIE-IN TOPROPOSED FIBER CASE2516 TALBOT CREST DR SRENTON, WA 9805578'154' 195'2510 TALBOT CREST DR SRENTON, WA 980552522 TALBOT CREST DR SRENTON, WA 980552528 TALBOT CREST DR SRENTON, WA 980552606 TALBOT CREST DR SRENTON, WA 98055POLE-1POLE-2POLE-3MATCH-TO SITE PLAN-2Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-1 5NMFP25000304 A A A A A200'SP0374.WAKV TALBOT RD STALBOT RD STALBOT RD S S 27TH PLS 28TH PLWHITWORTH AVE SR/WR/WR/WR/WR/W R/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WOVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPULL 48 CT FIBERTHRU EXISTING RISERPULL 48 CT FIBER THRUEXISTING CONDUIT TYPPLACE / TIE-IN TOPROPOSED FIBER CASEPLACE ~200' OF FIBERSTORAGE AT RISER.195'81'27'336'107'2619 TALBOT CREST DR SRENTON, WA 980552703 TALBOT RD SRENTON, WA 980552709 TALBOT RD SRENTON, WA 980552709 WHITWORTH AVE SRENTON, WA 980552715 WHITWORTH AVE SRENTON, WA 98055P POLE-4POLE-5MATCH-TO SITE PLAN-1MATCH-TO SITE PLAN-3Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-2 6NMFP25000304 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO WHITWORTH AVE SWHITWORTH AVE SWHITWORTH AVE SS 2 9 T H P L R/ W R/ W R/WR/WR/W R/WR/WR/W107'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP2801 WHITWORTH AVE SRENTON, WA 98055320'2831 WHITWORTH AVE SRENTON, WA 980552825 WHITWORTH AVE SRENTON, WA 98055271'P PMATCH-TO SITE PLAN-2MATCH-TO SITE PLAN-4Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-3 7NMFP25000304 WHITWORTH AVE SWHITWORTH AVE SS 29TH PL WHITWORTH AVE SS 30TH PLR/WR/WR/WR/W R/ W R/WR/WR/W R/W2831 WHITWORTH AVE SRENTON, WA 980552825 WHITWORTH AVE SRENTON, WA 98055271'271'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP89'234'2903 WHITWORTH AVE SRENTON, WA 980552909 WHITWORTH AVE SRENTON, WA 980553001 WHITWORTH AVE SRENTON, WA 98055PPPMATCH-TO SITE PLAN-4MATCH-TO SITE PLAN-3MATCH-TO SITE PLAN-5Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-4 8NMFP25000304 S 31ST STWHITWORTH AVE SS 31ST STS 31ST STSMITHERS CT S R/WR/WR/WR/WR/WR/W35'234'239'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP53'32'SP0378.WAKVPLACE / TIE-IN TOPROPOSED FIBER CASE612 S 31ST STRENTON, WA 98055705 S 31ST STRENTON, WA 98055709 S 31ST STRENTON, WA 980553013 SMITHERS CT SRENTON, WA 98055700 S 31ST STRENTON, WA 98055112'3014 SMITHERS CT SRENTON, WA 98055247'P PPP4'MATCH-TO SITE PLAN-4MATCH-TO SITE PLAN-6GO-TO SITE PLAN-8Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-5 9NMFP25000304 S 31ST STS 31ST ST MORRIS AVE S S 31ST CTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W247'P153'PP16 8 'MATCH-TO SITE PLAN-7MATCH-TO SITE PLAN-5814 S 31ST STRENTON, WA 98055820 S 31ST STRENTON, WA 98055826 S 31ST STRENTON, WA 980553007 MORRIS AVE SRENTON, WA 980553001 MORRIS AVE SRENTON, WA 98055215'PULL 48 CT FIBER THRUEXISTING CONDUIT TYPKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-6 10NMFP25000304 MORRIS AVE SMORRIS AVE SMORRIS AVE SS 30TH PLS 2 9TH CTR/WR/WR/WR/W R/W R/WR/WMATCH-TO SITE PLAN-6PPP2925 MORRIS AVE SRENTON, WA 980552919 MORRIS AVE SRENTON, WA 98055215'252'2'2'178'2901 MORRIS AVE SRENTON, WA 980552907 MORRIS AVE SRENTON, WA 980552913 MORRIS AVE SRENTON, WA 980552833 MORRIS AVE SRENTON, WA 980552829 MORRIS AVE SRENTON, WA 98055PULL 48 CT FIBER THRUEXISTING CONDUIT TYPTIE-IN TO EXISTINGFIBER CASE.REPLACE EXISTING PEDESTALWITH NODE PEDESTAL. REFSHEET 18 / DIMENSIONSSP0379.WAKVKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-7 11NMFP25000304 R/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/W R/W R/W R/W R/WPULL 48 CT FIBER THRUEXISTING CONDUIT TYPA A A A A APOLE-7194'PPPP51'145'83'102'109'PULL 48 CT FIBERTHRU EXISTING RISERPOLE-6SP0376.WAKVTIE-IN TO EXISTINGFIBER CASE.S 32ND STS 32ND STTALBOT RD STALBOT RD STALBOT RD S426 S 33RD PLRENTON, WA 980553211 TALBOT RD SRENTON, WA 98055PARCEL NO 948575TR-ARENTON, WA 98055PARCEL NO 9485750550RENTON, WA 98055PARCEL NO 948575TRCTRENTON, WA 98055611 S 32ND STRENTON, WA 98055617 S 32ND STRENTON, WA 98055623 S 32ND STRENTON, WA 98055MATCH-TO SITE PLAN-9REPLACE EXISTING PEDESTALWITH NODE PEDESTAL. REFSHEET 18 / DIMENSIONSGO-TO SITE PLAN-1OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPLACE ~200' OF FIBERSTORAGE AT RISER.200'Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-8 12NMFP25000304 R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W A A A A A A A 187' 105' 103' 200' A A A A A A POLE-9POLE-8POLE-10TALBOT RD SS 33RD PL (PVT ROAD)TALBOT RD S17025 TALBOT RD SRENTON, WA 980553315 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-8MATCH-TO SITE PLAN-10OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-9 13NMFP25000304 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO R/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W A A A A A A A A A A A A 190'183' 187'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-12POLE-11TALBOT RD STALBOT RD SPARCEL NO 3023059043RENTON, WA 98055PARCEL NO 3023059042RENTON, WA 980553411 TALBOT RD SRENTON, WA 9805517025 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-9MATCH-TO SITE PLAN-11Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-10 14NMFP25000304 R/W R/W R/W R/W R/W R/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/W R/W R/W A A A A A A A A A A A A A 158' 116' 112' 190'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-14POLE-15POLE-13S 36TH STS 36TH STS 37TH STTALBOT RD STALBOT RD S3623 TALBOT RD SRENTON, WA 980553619 TALBOT RD SRENTON, WA 980553605 TALBOT RD SRENTON, WA 980553517 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-10MATCH-TO SITE PLAN-12S 37TH STKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-11 15NMFP25000304 R/W R/W R/W R/W R/W R/W R/WR/WR/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/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W A A A SP.WAKV.0145TIE-IN TO EXISTING FIBER CASE158'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-1620'S 37TH STS 37TH STS 38TH CTS 38TH CTS 38TH CTTALBOT RD S TALBOT RD S PARCEL NO 3023059109RENTON, WA 980553623 TALBOT RD SRENTON, WA 98055END ROW DESIGNMATCH-TO SITE PLAN-11Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-12 16NMFP25000304 18REVISIONSDATEDESCRIPTIONINITIALKnow what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF NTS17TYPICAL DETAILS AERIAL TYPICALSNMFP25000304 NTS18PEDESTAL DETAIL 18REVISIONSDATEDESCRIPTIONINITIALKnow what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF NMFP25000304 ___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390 ____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound February 4, 2025 To whom it may concern: City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0001484993 To whom it may concern, Mastec North America 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 overlash 48ct fiber to existing strand; pull 48ct fiber thru existing conduit; place new node pedestal; place 200’ aerial storage loop; place aerial spice case; place UG splice case. 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 Dominic Minniti at 253-327-7475. Thank you for your consideration in this matter. ___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390 ____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound Ashley Kiehn Ashley Kiehn Director of Operations Support MasTec North America Cell (253)797-8118 | Ashley.Kiehn@mastec.com Attachments: 1. Application for ROW permit 2. 11” x 17” Site plan 3. 11” x 17” Design plan 4. Traffic Control Plan February 20, 2025 Ashley Kiehn Mastec North America 4610 Tacoma Avenue, Sumner WA 98390 Via Email: Ashley.Kiehn@mastec.com SUBJECT: Request for Undergrounding Exemption (JB#1484993, MFP25000304, 2510 Talbot Crest Dr S) Dear Ms. 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 Mastec North America overlash new fiber for a total of approximately 2076 lineal feet to existing Puget Sound Energy (PSE) poles along Talbot Rd S 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#1484993 Page 2 of 2 February 20, 2025 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, March 6, 2025. 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, Brianne Bannwarth, PE Development Engineering Director cc: Justin Johnson, Construction Engineering Manager Nathan Janders, Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan PROPOSED AERIAL AND UNDERGROUND FIBER INSTALLATIONCOMCASTReactive - 3 CAPACITY DIGITAL - WAKVD05100 1x2 WAKVD05200 1x22510 TALBOT CREST DR, RENTON, WA 98055JB0001484993MFP25000304This 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 © 2024 Microsoft Corporat ion © 2024 TomTom © 2024 Zenrin POLE-1POLE-2POLE-3 POLE-4 POLE-5 POLE-12 POLE-11 POLE-9 POLE-8 POLE-7 POLE-10POLE-14 POLE-15POLE-16 POLE-13 POLE-6 Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF VICINITY MAP2510 TALBOT CREST DR SRENTON, WACONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5 - 16SITE-PLAN17TYPICAL DETAILS18PEDESTAL DETAIL18N/AN/ADESCRIPTION OF WORKTOTALOVERLASH 48 CT FIBER TO EXISTING STRAND (16 POLES)2076LFPULL 48 CT FIBER THRU EXISTING CONDUIT3562LFPLACE NEW NODE PEDESTAL (EA: 1)PLACE 200' AERIAL STORAGE LOOP (EA: 1)PLACE AERIAL SPLICE CASE (EA: 2)PLACE U/G SPLICE CASE (EA: 1)TOTAL:5638LFVICINITY MAP BEGIN3623 TALBOT RD SRENTON, WAEND2COMCASTMASTEC OPEMASTEC PERMITTINGASHLEY KIEHNPHONE: (253) 797-8118EMAIL: ashley,kiehn@mastec.comDOMINIC MINNITIPHONE: (206) 327-7475EMAIL: dominic.minniti@mastec.comJOSHUA ASHLEYPHONE: (503) 939-7931EMAIL: Joshua_Ashley@comcast.comS12S11S10S9S8S5S6S7S4S3S2S1623 S 32ND STRENTON, WA2833 MORRIS AVERENTON, WAMFP25000304 Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18N/AN/AGENERAL 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.MFP25000304 Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18N/AN/ALEGEND 4LEGENDTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERPOWERPARCEL LINERIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILSDSDWWSSSSGGTTLIPD/LEOPFOCRWRWBUILDING OUTLINEPFLFOG LINESIDEWALKSWSWTRENCHDIRECT BOREPROPOSED AERIAL STRAND PROOF/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 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 STOPDRIVEWAY (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 PICTUREEquipmentMFP25000304 A A A A A A A A A A A SP0373.WAKV SP.WAKV.0144TALBOT CREST DRTALBOT CREST DR TALBOT RD S TALBOT RD S S 26TH STS 26TH STS 26TH STSHAT T U C K C T S R/W R/W R/W R/WR/WR/WR/WR/WR/WR/W R/WOVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPBEGIN ROW DESIGNTIE-IN TO EXISTING FIBER CASEPLACE / TIE-IN TOPROPOSED FIBER CASE2516 TALBOT CREST DR SRENTON, WA 9805578'154' 195'2510 TALBOT CREST DR SRENTON, WA 980552522 TALBOT CREST DR SRENTON, WA 980552528 TALBOT CREST DR SRENTON, WA 980552606 TALBOT CREST DR SRENTON, WA 98055POLE-1POLE-2POLE-3MATCH-TO SITE PLAN-2Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-1 5NMFP25000304 A A A A A200'SP0374.WAKV TALBOT RD STALBOT RD STALBOT RD S S 27TH PLS 28TH PLWHITWORTH AVE SR/WR/WR/WR/WR/W R/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WOVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPULL 48 CT FIBERTHRU EXISTING RISERPULL 48 CT FIBER THRUEXISTING CONDUIT TYPPLACE / TIE-IN TOPROPOSED FIBER CASEPLACE ~200' OF FIBERSTORAGE AT RISER.195'81'27'336'107'2619 TALBOT CREST DR SRENTON, WA 980552703 TALBOT RD SRENTON, WA 980552709 TALBOT RD SRENTON, WA 980552709 WHITWORTH AVE SRENTON, WA 980552715 WHITWORTH AVE SRENTON, WA 98055P POLE-4POLE-5MATCH-TO SITE PLAN-1MATCH-TO SITE PLAN-3Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-2 6NMFP25000304 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO WHITWORTH AVE SWHITWORTH AVE SWHITWORTH AVE SS 2 9 T H P L R/ W R/ W R/WR/WR/W R/WR/WR/W107'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP2801 WHITWORTH AVE SRENTON, WA 98055320'2831 WHITWORTH AVE SRENTON, WA 980552825 WHITWORTH AVE SRENTON, WA 98055271'P PMATCH-TO SITE PLAN-2MATCH-TO SITE PLAN-4Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-3 7NMFP25000304 WHITWORTH AVE SWHITWORTH AVE SS 29TH PL WHITWORTH AVE SS 30TH PLR/WR/WR/WR/W R/ W R/WR/WR/W R/W2831 WHITWORTH AVE SRENTON, WA 980552825 WHITWORTH AVE SRENTON, WA 98055271'271'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP89'234'2903 WHITWORTH AVE SRENTON, WA 980552909 WHITWORTH AVE SRENTON, WA 980553001 WHITWORTH AVE SRENTON, WA 98055PPPMATCH-TO SITE PLAN-4MATCH-TO SITE PLAN-3MATCH-TO SITE PLAN-5Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-4 8NMFP25000304 S 31ST STWHITWORTH AVE SS 31ST STS 31ST STSMITHERS CT S R/WR/WR/WR/WR/WR/W35'234'239'PULL 48 CT FIBER THRUEXISTING CONDUIT TYP53'32'SP0378.WAKVPLACE / TIE-IN TOPROPOSED FIBER CASE612 S 31ST STRENTON, WA 98055705 S 31ST STRENTON, WA 98055709 S 31ST STRENTON, WA 980553013 SMITHERS CT SRENTON, WA 98055700 S 31ST STRENTON, WA 98055112'3014 SMITHERS CT SRENTON, WA 98055247'P PPP4'MATCH-TO SITE PLAN-4MATCH-TO SITE PLAN-6GO-TO SITE PLAN-8Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-5 9NMFP25000304 S 31ST STS 31ST ST MORRIS AVE S S 31ST CTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W247'P153'PP16 8 'MATCH-TO SITE PLAN-7MATCH-TO SITE PLAN-5814 S 31ST STRENTON, WA 98055820 S 31ST STRENTON, WA 98055826 S 31ST STRENTON, WA 980553007 MORRIS AVE SRENTON, WA 980553001 MORRIS AVE SRENTON, WA 98055215'PULL 48 CT FIBER THRUEXISTING CONDUIT TYPKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-6 10NMFP25000304 MORRIS AVE SMORRIS AVE SMORRIS AVE SS 30TH PLS 2 9TH CTR/WR/WR/WR/W R/W R/WR/WMATCH-TO SITE PLAN-6PPP2925 MORRIS AVE SRENTON, WA 980552919 MORRIS AVE SRENTON, WA 98055215'252'2'2'178'2901 MORRIS AVE SRENTON, WA 980552907 MORRIS AVE SRENTON, WA 980552913 MORRIS AVE SRENTON, WA 980552833 MORRIS AVE SRENTON, WA 980552829 MORRIS AVE SRENTON, WA 98055PULL 48 CT FIBER THRUEXISTING CONDUIT TYPTIE-IN TO EXISTINGFIBER CASE.REPLACE EXISTING PEDESTALWITH NODE PEDESTAL. REFSHEET 18 / DIMENSIONSSP0379.WAKVKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-7 11NMFP25000304 R/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/W R/W R/W R/W R/WPULL 48 CT FIBER THRUEXISTING CONDUIT TYPA A A A A APOLE-7194'PPPP51'145'83'102'109'PULL 48 CT FIBERTHRU EXISTING RISERPOLE-6SP0376.WAKVTIE-IN TO EXISTINGFIBER CASE.S 32ND STS 32ND STTALBOT RD STALBOT RD STALBOT RD S426 S 33RD PLRENTON, WA 980553211 TALBOT RD SRENTON, WA 98055PARCEL NO 948575TR-ARENTON, WA 98055PARCEL NO 9485750550RENTON, WA 98055PARCEL NO 948575TRCTRENTON, WA 98055611 S 32ND STRENTON, WA 98055617 S 32ND STRENTON, WA 98055623 S 32ND STRENTON, WA 98055MATCH-TO SITE PLAN-9REPLACE EXISTING PEDESTALWITH NODE PEDESTAL. REFSHEET 18 / DIMENSIONSGO-TO SITE PLAN-1OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPLACE ~200' OF FIBERSTORAGE AT RISER.200'Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-8 12NMFP25000304 R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W A A A A A A A 187' 105' 103' 200' A A A A A A POLE-9POLE-8POLE-10TALBOT RD SS 33RD PL (PVT ROAD)TALBOT RD S17025 TALBOT RD SRENTON, WA 980553315 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-8MATCH-TO SITE PLAN-10OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-9 13NMFP25000304 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO R/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W A A A A A A A A A A A A 190'183' 187'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-12POLE-11TALBOT RD STALBOT RD SPARCEL NO 3023059043RENTON, WA 98055PARCEL NO 3023059042RENTON, WA 980553411 TALBOT RD SRENTON, WA 9805517025 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-9MATCH-TO SITE PLAN-11Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-10 14NMFP25000304 R/W R/W R/W R/W R/W R/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/W R/W R/W A A A A A A A A A A A A A 158' 116' 112' 190'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-14POLE-15POLE-13S 36TH STS 36TH STS 37TH STTALBOT RD STALBOT RD S3623 TALBOT RD SRENTON, WA 980553619 TALBOT RD SRENTON, WA 980553605 TALBOT RD SRENTON, WA 980553517 TALBOT RD SRENTON, WA 98055MATCH-TO SITE PLAN-10MATCH-TO SITE PLAN-12S 37TH STKnow what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-11 15NMFP25000304 R/W R/W R/W R/W R/W R/W R/WR/WR/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/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W A A A SP.WAKV.0145TIE-IN TO EXISTING FIBER CASE158'OVERLASH 48 CT FIBER OPTICCABLE ON EXISTING STRAND TYPPOLE-1620'S 37TH STS 37TH STS 38TH CTS 38TH CTS 38TH CTTALBOT RD S TALBOT RD S PARCEL NO 3023059109RENTON, WA 980553623 TALBOT RD SRENTON, WA 98055END ROW DESIGNMATCH-TO SITE PLAN-11Know what 'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF 18SITE PLAN-12 16NMFP25000304 18REVISIONSDATEDESCRIPTIONINITIALKnow what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF NTS17TYPICAL DETAILS AERIAL TYPICALSNMFP25000304 NTS18PEDESTAL DETAIL 18REVISIONSDATEDESCRIPTIONINITIALKnow what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig. REACTIVE - 3 CAPACITY DIGITAL WAKVD05100 1x2 2510 TALBOT CREST DR S RENTON, WA 98055 JB0001484993REVISIONSDATEDESCRIPTIONINITIAL 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:RPK12/30/2024WAKVD05200 1x2 - WAKVD05000 2x4 (RN19D 4X4) - RF NMFP25000304 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP25000304 Engineering 1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 2 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. 3 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". 4 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. Page 1 of 1