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HomeMy WebLinkAboutMFP26000899.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000899 IVR Number: 26000899 Permit Information Permit Name: JB0002447467 OSP DE Address/Location:02/19/2026Application Date:6196600022Parcel Number: 11615 SE PETROVITSKY RD Permit Type:02/26/2026Issue Date:Franchise Permit Work Class:02/26/2027Expiration Date:Major Utility Job Number: JB0002447467 OSP DEFranchise Type:Cable Description: JB0002447467 OSP DE Comcast proposes splice at 10 aerial locations. Contacts Name Address PhoneTypeBilling Ashley Kiehn Mastec Communications 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Rena Watts Comcast 1575 75th St SW, #200 Everett, WA 98203 B: (425) 977-9120 C: (425) 977-9120 Contact Mastec North America Inc 800 S Douglas Road, 1200 Coral Gables, FL 33134 Contractor Business License Number: 51687Construction Contractor: MASTENA991KJ WONG LI+WONG WON BUN 11615 SE PETROVITSKY RD RENTON , WA 98058 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES JB0002447467 OSP DE 11615 SE Petrovitsky Rd 3/23/26 3/27/26 9:00am 5:00pm MASTEC North America, LLC Dominic Minniti 206-327-7475 4610 Tacoma Ave Sumner, WA 98390 Splice at 10 aerial locations. Rena Watts 425-977-9120 Jason Foster 2/19/26 Jason Foster MFP26000899 Monday Friday 9:00am 3:00pm Scott Warlick CED 2/26/2026 ←DRIVEWAY→ 17168 R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/ W R/W R/W R/ W R/ W R/W R/W POLE T 16 T H A V E S E REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 81 N TR A F F I C CO N T R O L PL A N - 1 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN MATCH-LINE-TCP-2 X X LIMIT SPEEDR2-1 30 ROADWORKAHEAD KEEP RIGHT KEEP RIGHT 13' 12' WORK ZONE TYP SPOTTER MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS ←DRIVEWAY→ 16 T H A V E S E 17200 17168 R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W POLEA 17224 N TR A F F I C CO N T R O L PL A N - 2 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 82 X X LIMIT SPEED R2-1 30 ROADWORKAHEAD MATCH-LINE-TCP-1 WORK ZONE TYP 13' 12' SPOTTER MFP26000899 R/W R/W R/ W R/W R/W R/ W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W POLE A B C D 16 T H A V E S E 17236 N TR A F F I C CO N T R O L PL A N - 3 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 83 X LIMIT SPEED R2-1 30 X X ONELANEROADAHEAD ROADWORKAHEAD X LIMIT SPEEDR2-1 30 X X ONELANEROADAHEAD ROADWORKAHEAD SPOTTER FLAGGER FLAGGER WORK ZONE TYP MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/ W R/W R/W R/ W R/W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W POLE T 17322 16 T H A V E S E N TR A F F I C CO N T R O L PL A N - 4 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 84 X LIMIT SPEED R2-1 30 X X ONELANEROADAHEAD ROADWORKAHEAD X LIMIT SPEEDR2-1 30 X X ONELANEROADAHEAD ROADWORKAHEAD SPOTTER FLAGGER FLAGGER WORK ZONE TYP MFP26000899 R/W R/ W R/W R/W R/ W R/W R/W R/W R/W R/W R/ W R/W R/W R/ W R/ W R/W R/W 16 T H A V E S E POLE T 17428 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 85 N TR A F F I C CO N T R O L PL A N - 5 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN X LIMIT SPEED R2-1 30 X X ONELANEROADAHEAD X LIMIT SPEEDR2-1 30 X X ONELANEROADAHEAD ROADWORKAHEAD SPOTTER FLAGGER FLAGGER WORK ZONE TYP ROADWORKAHEAD MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/W R/WR/WR/W R/WR/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/ W R/WR/W R/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/W R/W R/ W R/W R/W R/W R/W R/W 16 T H A V E S E POLE T A SE PETROVITSKY RD 11615 N TR A F F I C CO N T R O L PL A N - 6 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 86 X X LI M I T SP E E D R2 - 1 35 X RI G H T LA N E CL O S E D AH E A D RO A D WO R K AH E A D LIMIT SPEEDR2-1 35 X ROADWORKAHEAD X X LIMIT SPEED R2-1 35 X RIGHTLANECLOSEDAHEAD ROADWORKAHEAD LI M I T SP E E D R2 - 1 35 X RO A D WO R K AH E A D FA S WO R K Z O N E T Y P SPOTTER SPOTTER MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/ W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/W POLEA 17324 17 T H A V E S E N TR A F F I C CO N T R O L PL A N - 7 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 87 SPOTTER WORK ZONE TYP NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PLACEMENT OF "NO PARKING" SIGNS. 10' SPOTTER X LIMIT SPEED R2-1 25 X X RIGHTSHOULDERCLOSED SHOULDERWORK ROADWORKAHEAD LIMIT SPEEDR2-1 25 X ROADWORKAHEAD MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W POLE SE PETROVITSKY RD 11 T H A V E S E POLE SP0018.WARCSP.WKVA.0048 17655 17608 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F REVISIONS DATE DESCRIPTION INITIAL 88 N TR A F F I C CO N T R O L PL A N - 8 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS A B C D FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ± RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ± RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ± RURAL ROADS & URBAN ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A RURAL ROADS, RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A URBAN STREETS 25 MPH OR LESS 100 ± (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 =LBS SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70 DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730 TAPER LENGTH IN FEET=L (FEET) LANE WIDTH (FEET) POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 WARNINGSIGN SYMBOLWARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICEOFFICER POLICE OFFICER WORK VEHICLE LIT INTERSECTION UNLIT INTERSECTION SPOTTER STATION KEEP RIGHT TCP DEVICE LEGEND FAS FLASHING ARROW FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION FAS FAS FAS TRAFFIC CONTROL PLAN GENERAL NOTES 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. 4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE 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 TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 6.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 7.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'. 11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. TEMPORARY TRAFFIC CONTROL PLAN X X LI M I T SP E E D R2 - 1 35 X RI G H T LA N E CL O S E D AH E A D RO A D WO R K AH E A D X X LIMIT SPEED R2-1 25 X RIGHTLANECLOSEDAHEAD ROADWORKAHEAD LI M I T SP E E D R2 - 1 35 X RO A D WO R K AH E A D FA S WO R K Z O N E T Y P WO R K Z O N E T Y P SPOTTER SPOTTER MFP26000899 PROPOSED SPLICE LOCATIONS - FIBER INSTALLATION COMCAST WAKVD06300 1X2 (WAKVD06300 1X2) - RF 11615 SE PETROVITSKY RD, RENTON, WA 98058 JB - 0002447467 2A DIGITAL (FDX) - WAKVD0ES00 1X2 - MFP26000899This 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 © 2026 Microsoft Corporation © 2026 TomTom POLEA POLET POLET POLET POLEA POLEABCD POLET POLETA POLE POLESP0018.WARCSP.WKVA.0048 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F VICINITY MAP 11615 SE PETROVITSKY RD, RENTON, WA 98058 CONTACTS PG#SHEET INDEX 1 COVER SHEET 2 VICINITY MAP, CONTACTS & SHEET INDEX 3 GENERAL NOTES 4 LEGEND 5-10 SITE-PLAN 11 TYPICAL DETAILS 11 N/A N/A DESCRIPTION OF WORK TOTAL (10) SPLICE LOCATIONS - SEE VICINITY MAP FOR APPROXIMATE LOCATIONS 0LF TOTAL:0LF BEGIN 17608 111TH AVE SE, RENTON, WA 98055 END 2 VI C I N I T Y MA P ASHLEY KIEHN PHONE: (253) 797-8118 EMAIL: ashley.kiehn@mastec.com MASTEC PERMITTING COMCAST MASTEC OPE RENA WATTS PHONE: (425) 977-9120 EMAIL: Rena_Watts@comcast.com DOMINIC MINNITI PHONE: (206) 327-7475 EMAIL: Dominic.Minniti@mastec.com S5S3 S2 S1 S4S6 MFP26000899 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F 11 N/A N/A 3 THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, 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 AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS 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, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 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 CONTRACTOR SHALL 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 SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION. 10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL TIMES. 13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION 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 OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT 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. GE N E R A L NO T E S RENTON 1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET ALL CITY OF RENTON STANDARDS. 2.ALL RENTON STANDARD DETAIL DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE: https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=1363703 3.ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL - SECTION F 110.0-110.2. 4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL - SECTION F 102.0. 5.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL - SECTION F 103.0. 6.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THE INFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALL INSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES. MFP26000899 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F 11 N/A N/A 4 LE G E N D LEGEND TELECOMMUNICATION SANITARY SEWER GAS LINE WATER STORM DRAIN RECYCLED WATER POWER PARCEL LINE RIGHT OF WAY DITCH LINE CENTER LINE EDGE OF PAVEMENT FACE OF CURB PROPERTY LINE LIP OF GUTTER GUARDRAIL SD SD W W SS SS G G T T LIP D/L EOP FOC RW RW BUILDING OUTLINE P FLFOG LINE SIDEWALK SWSW TRENCH DIRECT BORE PROPOSED AERIAL STRAND A PROOF/PULL PROPOSED OVERLASH MINOR ARTERIAL COLLECTOR ARTERIAL INTERSTATE FREEWAY ACCESS STREET PRINCIPAL ARTERIAL BUILDING R/W WARNING SIGN PLACEMENT (W/ PART #) TRAFFIC BARREL HYDRO-VAC TRENCH KEEP RIGHT REGULATORY SIGN (W/ PART #) LIMIT SPEED R2-1 25SPEED LIMIT CALLOUT SIGN PLACEMENT / DIRECTION TRAFFIC CONE FLAGGER STATION FLAGGER STATION PATROL CAR POLICE OFFICER UNIFORMED POLICE OFFICER WORK VEHICLE FENCE STREET LIGHT HANDHOLE TELECOM MANHOLE TELECOM HANDHOLE TELECOM CABINET TRAFFIC SIGNAL MANHOLE TRAFFIC CABINET TRAFFIC SIGNAL PEDESTAL STREET LIGHT POLE TRAFFIC SIGNAL HANDHOLE CATV MANHOLE CATV HANDHOLE CATV PEDESTAL TRAFFIC SIGNAL POLE STORM MANHOLE WATER VALVE WATER METER TELECOM PEDESTAL STORM INLET STORM DRAIN UNKNOWN D? SI SEWER VALVE S SEWER VAULT S S SEWER UNKNOWN S ? STORM DRAIN VAULT S D SEWER CLEANOUT SEWER MANHOLE SC SEWER CATCH BASIN SS STORM ACCESS POINT BASE LAYERS EXISTING UTILITIES ROAD HATCH CLASSIFICATION ROW WORK LINETYPE COMCAST UNDERGROUND SYMBOLS EXISTING UTILITY SYMBOLS TRAFFIC CONTROL SYMBOLS STORM CATCH BASIN SD TRAFFIC SIGNAL VAULT GAS METERTEST VALVE PEDESTAL UNK UTILITY FIRE HYDRANT GAS VALVE GAS TEST POINT GAS MANHOLE WATER PUMP G G G WATER AIR CONTROL VALVE WATER WELL WATER SAMPLING STATION POWER HANDHOLE POWER MANHOLE POWER CABINET POWER VAULT POWER PEDESTAL P POWER UNKNOWN P P P P P P ? SIGN POST CULVERT TRANSIT STOP BUS STOP DRIVEWAY (FOC OR EOP) SD SS ANCHOR SIDEWALK ANCHOR & GUY (P) FIBER & COUNT F48 (P) .625 COAX (P) .875 COAX COMCAST AERIAL SYMBOLS PROPOSEDEXISTING WRECKOUT POLE W/O RISER RISER ARM VERTICAL GROUND SLACK SPAN OVERHEAD GUY TANGENT ATTACHMENT DEAD-END DOUBLE DEAD-END (E) FIBER & COUNT F48 (E) .625 COAX (E) .875 COAX SL SL TS TS TS TS C C C T T T T T S TS ? PUMP F WELL TREE TRIM LIGHT/MEDIUM/HEAVY L M H// WRECKOUT VAULT SPLICE CASE MANHOLE PEDESTAL PP P A MINIBRIDGER T T T A A TAP AMPLIFER POTHOLE BORE PIT / EXCAVATION M M M PROPOSEDEXISTING WRECKOUT NODE A B C D STORAGE LOOP X'X' LIT INTERSECTION FAS FLASHING ARROW SEQUENTIAL ARROW SEQUENTIAL CHEVRON FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION OR FLASHING DIAMOND CAUTION ARROWBOARD PLACEMENT (SEE BELOW) CHANNELIZING DEVICES / MIN DIMENSIONS NOTE(S): 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. ARROWBOARD TYPE MIN LEGIBILITY DISTANCE MIN SIZE MINIMUM # OF ELEMENTS A B C D 48"×24" 60"×30" 96"×48" NONE 12 MILE 1 MILE 34 MILE 12 MILE 12 13 15 12 5F T M I N 4FT MIN 8-12" 45° TYPE 3 BARRICADE 3F T M I N 45° 2FT MIN 8-12" TYPE 1 BARRICADE 3F T M I N 8-12" 2FT MIN 45° TYPE 2 BARRICADE 3-4" 6"2" 4" 28 ' - 3 6 " M A X SPEED < 45MPH NIGHT AND/OR FREEWAY MO R E T H A N 3 6 " 4-6" TYP CONE CONE SPEED ≥ 45MPH DIRECTION INDICATOR BARRICADE 12" 8" 36 " M I N 24" MIN 45° UNLIT INTERSECTION DB TRENCH A VAC-T SPOTTER STATION ALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCD MINIBRIDGER PICTURE TAP PICTURE Equipment A B C D A B C D AMPLIFIER PICTURE MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS ←DRIVEWAY→ 16 T H A V E S E 17200 17168 R/W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W POLE T POLE T POLEA 17224 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 115 SI T E P L A N - 1 APPROXIMATE AERIAL SPLICE LOCATION APPROXIMATE AERIAL SPLICE LOCATION APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/ W R/ W R/W R/W R/ W R/W R/W R/ W R/ W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W POLE A B C D 16 T H A V E S E 17236 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 116 SI T E P L A N - 2 APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W POLE T 17322 16 T H A V E S E POLE T 17428 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 117 SI T E P L A N - 3 APPROXIMATE AERIAL SPLICE LOCATION APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/WR/WR/W R/WR/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/ W R/WR/W R/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/W R/W R/W R/W R/W 16 T H A V E S E POLE T A SE PETROVITSKY RD 11615 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 118 SI T E P L A N - 4 APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W POLEA 17324 17 T H A V E S E REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 119 SI T E P L A N - 5 APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W POLE SE PETROVITSKY RD POLE SP0018.WARCSP.WKVA.0048 17655 17608 REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F N 1110 SI T E P L A N - 6 APPROXIMATE AERIAL SPLICE LOCATION APPROXIMATE AERIAL SPLICE LOCATION MFP26000899 11 REVISIONS DATE DESCRIPTION INITIAL REVISIONS DATE DESCRIPTION INITIAL SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SCALE STAMP DRAWN BY:KLI 2/13/2026 Know what's below.Call R before you dig. 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT COMCAST SI T E N A M E : LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : 2A D I G I T A L ( F D X ) - W A K V D 0 E S 0 0 1 X 2 - 11 6 1 5 S E P E T R O V I T S K Y R D , RE N T O N , W A 9 8 0 5 8 JB - 0 0 0 2 4 4 7 4 6 7 WA K V D 0 6 3 0 0 1 X 2 ( W A K V D 0 6 3 0 0 1 X 2 ) - R F NTS 11 TY P I C A L DE T A I L S N STARLINE SERIES: BLE100AUX 1 GHz AMPLIFIER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg HARDWARE REPLACEMENT DIMENSIONS AMPLIFIER TAP STARLINE SERIES: MB100 1 GHz MINIBRIDGER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg MINIBRIDGER FFT*-* Q SERIES ·FFT2-*Q: 2 PORT TAPS ·FFT4-*Q: 4 PORT TAPS ·FFT8-*Q: 8 PORT TAPS ·FFT*-PBA-V: 2 PORT TAPS FEATURES: ·SUPPORT DOCSIS 3.1 EXPANDED BANDWIDTH UP TO 1218 MHz. ·IMPROVE NETWORK PERFORMANCE WITH SIGNAL CONDITIONING PLUG-INS. ·HIGH QUALITY RF CONNECTION WITH AUTO-SEIZE F-CONNECTORS. ·MAINTAIN EXISTING INSTALLED BASE WITH COMPATIBILITY BACK TO "F" SERIES FFT HOUSINGS. ·STANDARD FACEPLATE ONLY OPTIONS FOR COST-EFFECTIVE UPGRADES TO EXISTING FFT DEPLOYMENTS. ·HIGH LEVEL OF NETWORK RESILIENCE WITH 6 kV SURGE RESISTANCE ON FEEDERLINE AND F-PORTS. ·BLANK TAP OPTION FFT*-PBA-V FOR FUTURE EXPANSION ·MAINTAIN RF AND AC CONNECTIONS WITH FACEPLATE REMOVED WITH INTEGRATED BYPASS CAPABILITY. HOUSING DIMENSIONS (L×W×D): 4.0" x 2.9" x 5.6" 10.2cm x 7.4cm x 14.2cm WEIGHT:1 lb 0.45kg MFP26000899