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JB0002177034 - 2A DIGITAL (FDX) - WATMD03X00 1x2 WATMD03Y00 1x2 - WATMD03W00 1x2 (WATMD00R00 2X4) - RF - TCP
Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 161 N/A N/A Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 2 162 N/A N/A © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO W A S H I N G T O N A V E S E S 1S T S T ( S R - 5 0 7 S E ) S 1S T S T ( S R - 5 0 7 S E ) POLE POLE Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 3 16 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 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 TRAFFIC CONTROL PLAN NOTES 1.OPPOSING TRAFFIC CONES SHALL BE 1/2 SPACING. 2.LANE SHIFT SHALL OCCUR NORTHWEST OF CURBED MEDIAN. BUFFER SPACE SHALL BE REDUCED. X X X R O A D W O R K A H E A D C A U T I O N L A N E S H I F T L I M I T S P E E D R 2 - 1 2 5 X X R O A D W O R K A H E A D C E N T E R L A N E C L O S E D A H E A D CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 K E E P R I G H T E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) 2ND S T S E 2ND S T S E 2ND S T S E W A S H I N G T O N A V E S E W A S H I N G T O N A V E S E POLE A L L E Y W A Y A L L E Y W A Y A L L E Y W A Y Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 4 16 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 4 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 R11 - 2 RO A D CLO S E D LOC A L TRA F F I C ONL Y X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T S P E E D R 2 - 1 2 5 X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T SP E E D R 2 - 1 2 5 SPOTTER TRAFFIC CONTROL PLAN NOTES 1.SPOTTERS SHALL PERMIT LOCAL ACCESS TO EGRESS / INGRESS OF NOTED ALLEYWAY. WOR K Z O N E CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40MATCH-TO TCP-5 N O T H R U A L L E Y A A 3RD S T S E W A S H I N G T O N A V E S E W A S H I N G T O N A V E S E A L L E Y W A Y POLE POLE-1 3RD S T S E Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 5 16 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 5 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 R11 - 2 RO A D CLO S E D LOC A L TRA F F I C ONL Y X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T SP E E D R 2 - 1 2 5 X X R O A D W O R K A H E A D N O T H R U AL L E Y LI M I T SP E E D R 2 - 1 2 5 SPOTTER TRAFFIC CONTROL PLAN NOTES 1.SPOTTERS SHALL PERMIT LOCAL ACCESS TO EGRESS / INGRESS OF NOTED ALLEYWAY. WOR K Z O N E CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 MATCH-TO TCP-4 N O T H R U A L L E Y 2N D S T N E A L L E Y W A Y JE F F E R S O N A V E N E JE F F E R S O N A V E N E E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) 2ND S T N E 2ND S T S E POLE 2ND S T N E A L L E Y W A Y A L L E Y W A Y Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 6 16 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 6 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 R11 - 2 RO A D CLO S E D LOC A L TRA F F I C ONL Y X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T S P E E D R 2 - 1 2 5 X X R O A D W O R K A H E A D N O T H R U AL L E Y LI M I T SP E E D R 2 - 1 2 5 SPOTTER TRAFFIC CONTROL PLAN NOTES 1.SPOTTERS SHALL PERMIT LOCAL ACCESS TO EGRESS / INGRESS OF NOTED ALLEYWAY. WOR K Z O N E CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40MATCH-TO TCP-7 3RD S T S E 3RD S T S E JE F F E R S O N A V E N E A L L E Y W A Y A L L E Y W A Y A L L E Y W A Y E Y E L M A V E ( S R - 5 0 7 S E ) POLE 3RD S T S E E Y E L M A V E ( S R - 5 0 7 S E ) Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 7 16 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 7 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 TRAFFIC CONTROL PLAN NOTES 1.SPOTTERS SHALL PERMIT LOCAL ACCESS TO EGRESS / INGRESS OF NOTED ALLEYWAY. CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 MATCH-TO TCP-6 R11 - 2 RO A D CLO S E D LOC A L TRA F F I C ONL Y X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T S P E E D R 2 - 1 2 5 X X R O A D W O R K A H E A D N O T H R U A L L E Y LI M I T SP E E D R 2 - 1 2 5 SPOTTER WOR K Z O N E N O T H R U A L L E Y E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) PRA I R I E P A R K S T S E A A A A A A A A A POLE-9 POLE-8 POLE-7 M M M M M M Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 8 16 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 8 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 W O R K Z O N E LIM I T SPE E D R2- 1 35 SPOTTER CAU T I O N LAN E S H I F T BIK E S MER G E WIT H TRA F F I C X X X ROA D WO R K AHE A D X MAT C H - T O T C P - 9 TRAFFIC CONTROL PLAN NOTES 1.OPPOSING TRAFFIC CONES SHALL BE 1/2 SPACING. 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. UPO SHALL PERMIT TURNS DUE TO NEW TRAFFIC PATTERN. 5.RELOCATION / CLOSURE OF BUS STOPS SHALL REQUIRE A MINIMUM OF 5 WORKING DAYS NOTE TO TRANSIT DEPT. 6.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 7.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. NOTE 5/6 NOTE 6 E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) PR A I R I E P A R K S T S E CL A R K R D S E CLA R K R D S E E Y E L M A V E ( S R - 5 0 7 S E ) A A A A A A A A A POLE-9 POLE POLE-10 POLE-11 M CL A R K R D S E Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 9 16 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 9 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 MAT C H - T O T C P - 8 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 R O A D W O R K A H E A D BE P R E P A R E D T O S T O P X X X ROA D WO R K AHE A D X X CEN T E R LAN E CLO S E D AHE A D LIM I TSPE E D R2- 1 35 MATCH-TO TCP-10 BE P R E P A R E D T O S T O P X X BE PRE P A R E D TO S T O P X X LI M I T S P E E D R 2 - 1 3 5 LI M I T SP E E D R 2 - 1 2 5 KEE P RIG H T TRAFFIC CONTROL PLAN NOTES 1.OPPOSING TRAFFIC CONES SHALL BE 1/2 SPACING. 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. UPO SHALL PERMIT TURNS DUE TO NEW TRAFFIC PATTERN. 5.RELOCATION / CLOSURE OF BUS STOPS SHALL REQUIRE A MINIMUM OF 5 WORKING DAYS NOTE TO TRANSIT DEPT. 6.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 7.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. KEEP RIGHT WO R K Z O N E NOTE 3/4 NOTE 7 A A A A A A A A A A A CL A R K R D S E CL A R K R D S E CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 0 16 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 10 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 MATCH-TO TCP-9 ROAD WORK AHEAD X X CENTER LANE CLOSED AHEAD LIMIT SPEED R2-1 35 TRAFFIC CONTROL PLAN NOTES 1.OPPOSING TRAFFIC CONES SHALL BE 1/2 SPACING. 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. UPO SHALL PERMIT TURNS DUE TO NEW TRAFFIC PATTERN. 5.RELOCATION / CLOSURE OF BUS STOPS SHALL REQUIRE A MINIMUM OF 5 WORKING DAYS NOTE TO TRANSIT DEPT. 6.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 7.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) PRA I R I E P A R K S T S E CL A R K R D S E CLA R K R D S E A A A A A A A A A A A POLE-9 POLE-8 POLE POLE-10 POLE-11 M M M M M M Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 1 16 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 11 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 LIM I TSPE E D R2- 1 35 ONE LAN E ROA D AHE A D X X RO A D WOR K AHE A D X ONE LAN E ROA D AHE A D X X ROA D WO R K AHE A D X LIM I T SPE E D R2- 1 35 LI M I T SP E E D R 2 - 1 2 5 O N E LA N E R O A D A H E A D X X R O A D W O R K A H E A D X MATCH-TO TCP-12 K- 1 8 0 5 NO EX I T TRAFFIC CONTROL PLAN NOTES 1.TRAFFIC CONTROL WILL CONSIST OF SINGLE LANE CLOSURE WITH 4-WAY ALTERNATING TRAFFIC (FLAGGER CONTROLLED). 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. 5.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 6.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. 7.ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PVT DRIVEWAY CLOSURES. WO R K Z O N E NOTE 3/4 NOTE 6 NOTE 7 SPOTTER A A A A A A A A A A A POLE-11 CL A R K R D S E CL A R K R D S E Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 2 16 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 12 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 MATCH-TO TCP-11 MATCH-TO TCP-13 SPOTTER SPOTTER WO R K Z O N E TRAFFIC CONTROL PLAN NOTES 1.TRAFFIC CONTROL WILL CONSIST OF SINGLE LANE CLOSURE WITH 4-WAY ALTERNATING TRAFFIC (FLAGGER CONTROLLED). 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. 5.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 6.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. 7.ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PVT DRIVEWAY CLOSURES. A A A A A A A A A A POLE-12 POLE-13 M M CL A R K R D S E CL A R K R D S E Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 3 16 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 13 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 MATCH-TO TCP-12 FLAGGER LIMIT SPEED R2-1 35 ONE LANE ROAD AHEAD X X ROAD WORK AHEAD X WO R K Z O N E TRAFFIC CONTROL PLAN NOTES 1.TRAFFIC CONTROL WILL CONSIST OF SINGLE LANE CLOSURE WITH 4-WAY ALTERNATING TRAFFIC (FLAGGER CONTROLLED). 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. 3.NOTED TRAFFIC SIGNAL SHALL BE SET TO "FLASHING RED" MODE. DISCRETION AND SCHEDULING PER WSDOT AND CITY OF YELM. 4.UPO SHALL SHALL CONTROL TRAFFIC AT INTERSECTION. 5.BUSES SHALL BE PERMITTED TO STAY ON SCHEDULE. 6.SIGN PLACEMENT ON PRIVATE ROADWAYS SHALL REQUIRE A MIN 72 HOURS NOTICE TO PROPERTY OWNER. 7.ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF PVT DRIVEWAY CLOSURES. E YEL M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) NE 103RD AVE POLE POLE Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 4 16 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 14 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 TRAFFIC CONTROL PLAN NOTES 1.OPPOSING TRAFFIC CONES SHALL BE 1/2 SPACING. 2.SPOTTER(S) SHALL MONITOR PEDESTRIAN SIDEWALK TRAFFIC. PEDESTRIANS SHALL BE SAFELY GUIDED THROUGH WORK ZONE. SPOTTER SHALL MOVE WITH WORK VEHICLE. SPOTTER WOR K Z O N E WOR K Z O N E LIM I T SPE E D R2- 1 35 CAU T I O N LAN E S H I F T BIK E S MER G E WIT H TRA F F I C X X X ROA D WOR K AHE A D X ROA D WO R K AHE A D X X CEN T E R LAN E CLO S E D AHE A D LIM I TSPE E D R2- 1 35 X R O A D W O R K A H E A D LI M I T SP E E D R 2 - 1 25 KEE P RIG H T E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) POLE Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 5 16 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 15 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 TRAFFIC CONTROL PLAN NOTES 1.ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF OCCUPATION OF PRIVATE PARKING / PLACE OF "NO PARKING" SIGNS. SPOTTER WOR K Z O N E N O PA R K I N G FR O M TO T O W - A W A Y A R E A R C W 4 6 5 5 1 1 3 CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40 E Y E L M A V E ( S R - 5 0 7 S E ) E Y E L M A V E ( S R - 5 0 7 S E ) VA N C I L R D S E POLE PVT R O A D Know what's below. Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 16 3 3 3 S E R A I L W A Y R D , YE L M , W A 9 8 5 9 7 JB 0 0 0 2 1 7 7 0 3 4 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:RPK 7/10/2025 2A D I G I T A L ( F D X ) - W A T M D 0 3 X 0 0 1 x 2 WA T M D 0 3 Y 0 0 1 x 2 - W A T M D 0 3 W 0 0 1 x 2 (W A T M D 0 0 R 0 0 2 X 4 ) - R F REVISIONS DATE DESCRIPTION INITIAL TR A F F I C CO N T R O L PL A N - 1 6 16 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 16 WARNING SIGN REGULATORY SIGN TRAFFIC CONE FLAGGER STATION PATROL CAR 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 NO PA R K I N G FR O M TOTO W - A W A Y A R E A R C W 4 6 5 5 1 1 3 TRAFFIC CONTROL PLAN NOTES 1.ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE NOTIFIED IN WRITING 72 HRS IN ADVANCE OF OCCUPATION OF PRIVATE PARKING / PLACE OF "NO PARKING" SIGNS. SPOTTER WORK ZONE CHANNELIZATION DEVICES SPACING TABLE (FEET) MPH TAPER TANGENT 50 - 60 40 80 35 - 45 30 60 25 - 30 20 40