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JB0002094728 - REACTIVE - JB0001892568 2A DIGITAL (FDX) - NONE - WATMD02M00, 2C00, 2D00, 2E00 1X2 (YC01 4X4) – RF - TCP (1)PO L E FO C FO C 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 EO P EO P EO P R/ W R/ W R/ W R/ W R/W R/ W FO C FO C FO C FOC F O C R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W SW SW SW SW SW SW SW SW SW SW SW SW SW S W S W S W FO C FO C FOC FO C FO C FO C FO C FOC F O C WI L K E N S E N R D S E WI L K E N S E N R D S E 91 S T A V E S E 91 S T A V E S E 16457 R DIGALERT RE A C T I V E - J B 0 0 0 1 8 9 2 5 6 8 2 A D I G I T A L ( F D X ) - N O N E - 16 4 5 7 C A N A L C T S E YE L M , W A 9 8 5 9 7 , U S A JB 0 0 0 2 0 9 4 7 2 8 REVISIONS DATE DESCRIPTION INITIAL COMCAST 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. SI T E N A M E : SCALE 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 : STAMP DRAWN BY:GAR 04/30/2025 WA T M D 0 2 M 0 0 , 2 C 0 0 , 2 D 0 0 , 2 E 0 0 1 X 2 ( Y C 0 1 4 X 4 ) – R F REVISIONS DATE DESCRIPTION INITIAL TEMPORARY TRAFFIC CONTROL PLAN TR A F F I C CO N T R O L PL A N - 1 3 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X 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 1 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICE OFFICER 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. N X ROAD WORK AHEAD LIMIT SPEED R2-1 25 X RO A D WO R K AH E A D LIM I T SP E E D R2 - 1 25 X X X ROAD WORK AHEAD SHOULDER WORK RIGHT SHOULDER CLOSED LIMIT SPEEDR2-1 25 TOW-AWAY AREA RCW 46 55 113 NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR TO PLACEMENT OF "NO PARKING" SIGNS. FO C FO C FOC FOC FO C FO C FO C EO P EO P EO P EO P EO P R/ W R/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 / 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 SW SW SW SW SW SW SW SW SW SW R/ W R/W R/ W R/ W SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW R / W S W FO C F O C FO C FO C FO C F O C F O C F O C F O C S W S W F O C FOC S W S W S W SW SWSW SW FOC S W S W F O C WI L K E N S E N R D S E RAINIER VIEW DR SE R A I N I E R V I E W D R S E MT S U N R I S E S T S E C A R Y S S T S E 9128 9134 9140 9146 9152 16506 9123 19512 9153 9127 WI L K E N S E N R D S E C A R Y S S T S E R DIGALERT RE A C T I V E - J B 0 0 0 1 8 9 2 5 6 8 2 A D I G I T A L ( F D X ) - N O N E - 16 4 5 7 C A N A L C T S E YE L M , W A 9 8 5 9 7 , U S A JB 0 0 0 2 0 9 4 7 2 8 REVISIONS DATE DESCRIPTION INITIAL COMCAST 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. SI T E N A M E : SCALE 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 : STAMP DRAWN BY:GAR 04/30/2025 WA T M D 0 2 M 0 0 , 2 C 0 0 , 2 D 0 0 , 2 E 0 0 1 X 2 ( Y C 0 1 4 X 4 ) – R F REVISIONS DATE DESCRIPTION INITIAL TEMPORARY TRAFFIC CONTROL PLAN TR A F F I C CO N T R O L PL A N - 2 3 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X 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 2 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICE OFFICER 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. N X X X ROAD WORK AHEAD ONE LANE ROAD AHEAD LIMIT SPEED R2-1 25 FLAGGER X X X ROAD WORK AHEAD ONE LANE ROAD AHEADLIMIT SPEEDR2-1 25 FLAGGER XXX RO A D WO R K AH E A D ON E LA N E RO A D AH E A D LI M I T S P E E D R2 - 1 2 5 F L A G G E R THE A R O S E D R . S E SPOTTER POL E 1ST S T S 1ST S T S YEL M - T E N I N O T R A I L 1ST S T S W A S H I N G T O N A V E S E 202 106 203 205 R DIGALERT RE A C T I V E - J B 0 0 0 1 8 9 2 5 6 8 2 A D I G I T A L ( F D X ) - N O N E - 16 4 5 7 C A N A L C T S E YE L M , W A 9 8 5 9 7 , U S A JB 0 0 0 2 0 9 4 7 2 8 REVISIONS DATE DESCRIPTION INITIAL COMCAST 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. SI T E N A M E : SCALE 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 : STAMP DRAWN BY:GAR 04/30/2025 WA T M D 0 2 M 0 0 , 2 C 0 0 , 2 D 0 0 , 2 E 0 0 1 X 2 ( Y C 0 1 4 X 4 ) – R F REVISIONS DATE DESCRIPTION INITIAL TEMPORARY TRAFFIC CONTROL PLAN TR A F F I C CO N T R O L PL A N - 3 3 ADVANCED WARNING SIGN SPACING ROAD TYPE SPEED DISTANCE BETWEEN ADVANCED WARNING SIGNS X X X X 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 3 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR POLICE OFFICER 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. N X X X R O A D W O R K A H E A D S H O U L D E R W O R K R I G H T S H O U L D E R C L O S E D L I M I T S P E E D R 2 - 1 4 0 X R O A D W O R K A H E A D L I M I T S P E E D R 2 - 1 4 0 S P O T T E R S P O T T E R T O W - A W A Y A R E A R C W 4 6 5 5 1 1 3 NOTE: ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR TO PLACEMENT OF "NO PARKING" SIGNS.