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HomeMy WebLinkAboutEx11_Traffic Control PlansFILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:15 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 22 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114TAL B R SR 900 L/2L MIN. 48" 48" W4-2L XX 48" 48" W1-4L X W20-1 ROAD WORK AHEAD 48" 48" NOT TO SCALE1 OF 2 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' X NE 10TH STMATCH LINE SEE SHEET TC20NOTES: FOR DETOUR ROUTE SEE SHEET WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 4. 3. 2. 1. DU7 A. TIBBETTS A. TIBBETTS 41 TC19 SECTION 4 48" 48" RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 13.10 TO MP 13.15 22A816 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:17 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 23 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 X N E 12 T H S T L 48" 48" W20-7A 48" 48" TO STOP PREPARED BE W20-7B X 48" 30" R11-201 (B/W) CLOSED ROAD NOT TO SCALE2 OF 2 N E 12T H S T .TNOC RTC19MATCH LINE SEE SHEET X X L/2 X 48" 48" W20-7A 48" 48" TO STOP PREPARED BE W20-7B X W20-1 ROAD WORK AHEAD 48" 48" 48" 48" LEFT LANE CLOSED AHEAD W20-5L X 48" 48" W20-7A 48" 48" TO STOP PREPARED BE W20-7B X X W20-1 ROAD WORK AHEAD 48" 48" X 48" 48" LEFT LANE CLOSED AHEAD W20-5L 60" 30" R11-4 (B/W) ROAD CLOSED THRU TRAFFIC TO DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES 24" 30" R4-7B (B/W) KEEP RIGHT NE 11TH PLKIRKLAND AVE NELYNNWOOD AVE NE FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 A. TIBBETTS A. TIBBETTS 42 TC20 XX 48" 48" W20-7A 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W4-2R XX W20-1 ROAD WORK AHEAD 48" 48" X 30" 30" R/B/W R3-2 30" 30" R/B/W R3-1 L SECTION 4 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" W4-2R X RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 13.10 TO MP 13.15 22A816 NOTES: FOR DETOUR ROUTE SEE SHEET BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH FOR ADDITIONAL DETAILS. FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT PRESENT. SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 6. 5. 4. 3. 2. 1. DU7 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION EN EVA DNALKRIK FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:18 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 24 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' BL/2 SR 900 QUEEN AVE NEPI ERCE AVE NEPI ERCE AVE NENEWPORT AVE NEACCESS RDA. TIBBETTS A. TIBBETTS 43 48" 48" W1-4L X NOT TO SCALE1 OF 2 48" 48" W4-2L W20-1 ROAD WORK AHEAD 48" 48" TC21TC22MATCH LINE SEE SHEET SECTION 4 48" 48" RIGHT LANE CLOSED AHEAD W20-5R L/2 RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 13.67 22A816 30" 30" R/B/W R3-2 30" 30" R/B/W R3-2 30" 30" R/B/W R3-2 30" 30" R/B/W R3-2 30" 30" R/B/W R3-2 MATCH LINE SEE THIS SHEET MATCH LINE SEE THIS SHEETL X X X 100' À 20' NOTES: TAPER WITHIN LIMITS OF HORIZONTAL CURVES. IF FEASIBLE AVOID PLACING LANE CLOSURE TAPER AND LANE SHIFT ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL MAINTAIN DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 4. 3. 2. 1. 48" 48" W6-3 11' MIN. LANE WIDTH LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:20 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 25 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALETAECNATSID 2/1 GNICAPS ECIVED SECIVED CIFFART GNISOPPO ROF L L/2 B CONT. R 48" 48" W20-7A 48" 48" TO STOP PREPARED BE W20-7B X X SR 900 RE D MO N D PL NE W20-1 ROAD WORK AHEAD 48" 48" X 48" 48" W4-2R X X 48" 48" LEFT LANE CLOSED AHEAD W20-5L 2 OF 2 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R T C 2 1MATCH LI NE S E E S HE E T A. TIBBETTS A. TIBBETTS 44 NOTES: FOR ADDITIONAL DETAILS. FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL MAINTAIN DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 4. 3. 2. 1. TC22 L/2 SECTION 4 RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 13.67 22A816 20' 100' 48" 48" W6-3 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:22 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 33 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' NOT TO SCALE 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) L TC25X X AB A B A B X X A B X X W20-1 ROAD WORK AHEAD 48" 48" 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" W4-2R X X X W20-1 ROAD WORK AHEAD 48" 48" X MATCH LINE A SEE SHEET TAFOR OPPOSING TRAFFIC DEVICES DEVICE SPACING 1/2 DISTANCE L/2 R B A. TIBBETTS A. TIBBETTS 45 TC23 1 OF 2 48" 48" LEFT LANE CLOSED AHEAD W20-5L SECTION 4 W20-1 ROAD WORK AHEAD 48" 48" X 48" 48" LEFT LANE CLOSED AHEAD W20-5L X X L/2 L 48" 48" W4-2R 20' 200' À 48" 48" TO STOP PREPARED BE W20-7B BA 48" 48" W20-7A X X 30" 30" R/B/W R3-2 RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.11 TO MP 13.15 22A816 NOTES: PRESENT. SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 6. 5. 4. 3. 2. 1. LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION N E 12T H STEN EVA DNALKRIKNE 12T H S T SR 900 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:23 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 34 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 1 OF 2 NOT TO SCALE X X AB A B X X W20-1 ROAD WORK AHEAD 48" 48" X MATCH LINE A SEE SHEET TC2548" 48" LEFT LANE CLOSED AHEAD W20-5LTAFOR OPPOSING TRAFFIC DEVICES DEVICE SPACING 1/2 DISTANCE L/2 R B EN EVA DNALRIKDU8 PDU2 A. TIBBETTS A. TIBBETTS 46 TC24 SECTION 4 30" 30" R/B/W R3-2 W20-1 ROAD WORK AHEAD 48" 48" X 48" 48" LEFT LANE CLOSED AHEAD W20-5L X 48" 48" W4-2R L/2 X L 20' 200' À 48" 48" TO STOP PREPARED BE W20-7B BA 48" 48" W20-7A URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' 48" 60" R11-1501 (B/W) WILL BE CLOSED 12/14 - 12/10 ROAD PRIOR TO CLOSURE INSTALL 5 DAYS MIN. UPDATED WEEKLY DATES & TIME UPCOMING CLOSURE 5:00AM - 9:00PM X X A B RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.15 TO MP 13.17 22A816 NOTES: FOR PEDESTRIAN DETOUR ROUTE SEE SHEET FOR DETOUR ROUTE SEE SHEET PRESENT. SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 8. 7. 6. 5. 4. 3. 2. 1. 48" 30" R11-2 (B/W) CLOSED ROAD LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION N E 12T H ST NE 12T H S T SR 900 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:25 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 32 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) NOTES: OR TURNED OFF DURING THE FLAGGING OPERATION. IF A SIGNAL IS PRESENT IT SHALL BE SET TO "RED FLASH MODE" STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 6. 5. 4. 3. 2. 1.TC24TC2320'100' L/2 CONT.L MIN. L W20-1 ROAD WORK AHEAD 48" 48"XXX48" 48" W1-4L X A. TIBBETTS A. TIBBETTS 47 TC25 NOT TO SCALE2 OF 2 MP 13.17 TO MP 13.15 MP 13.15 TO MP 13.11 SECTION 4 48" 48" W4-2L 48" 48" RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.11 TO MP 13.17 22A816MATCH LINE A SEE SHEETLEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION SR 900 MONROE AVE NE MONROE AVE NE FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:26 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 30 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALE1 OF 2 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) L MATCH LINE SEE SHEET TC2748" 48" TO STOP PREPARED BE W20-7B BA 48" 48" W20-7A X X AB A B A B X X X X A B X X 20' 100' W20-1 ROAD WORK AHEAD 48" 48" 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" W4-2R X X X W20-1 ROAD WORK AHEAD 48" 48" 48" 48" RIGHT LANE CLOSED AHEAD W20-5R X FOR OPPOSING TRAFFIC DEVICES DEVICE SPACING 1/2 DISTANCE SR 900 N E 12T H ST NE 12T H ST PDU1 A. TIBBETTS A. TIBBETTS 48 TC26 SECTION 4 200' À 20' W20-1 ROAD WORK AHEAD 48" 48" 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" W4-2R X L/2 L FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' X X RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.17 TO MP 13.42 22A816 NOTES: FOR PEDESTRIAN DETOUR ROUTE SEE SHEET PRESENT. SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 7. 6. 5. 4. 3. 2. 1. LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:28 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 31 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 2 OF 2 NOT TO SCALE 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B TAMATCH LINE SEE THIS SHEETMAT CH LI NE S E E T HIS S HE E TMATCH LI NE SEE SHEET TC26R B L/2 L MIN.L L/2 W20-1 ROAD WORK AHEAD 48" 48" 48" 48" RIGHT LANE CLOSED AHEAD W20-5R 48" 48" W4-2L 48" 48" W1-4L X X X X A. TIBBETTS A. TIBBETTS 49 TC27 SECTION 4 SEE NOTE 6 NOTES: PAVING OPERATIONS ARE WITHIN 100 FT OF LOCATION SHOWN IN PLANS. FLAGGERS SHALL BE PRESENT AT FLAGGING STATIONS WHEN ACTIVE STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 6. 5. 4. 3. 2. 1. SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.17 TO MP 13.42 22A816 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION SR 900 MONROE AVE NEMONROE AVE NENEWPORT AVE NEACCESS RDAVE NEPI ERCEPIERCE AVE NESR 900 QUEEN AVE NEAVE NEREDMOND FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:30 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 28 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALE1 OF 2 SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) W20-1 ROAD WORK AHEAD 48" 48" 48" 48" W4-2R 48" 48" LEFT LANE CLOSED AHEAD W20-5L X X X L 300' 20' SR 900 SR 900 N E 12T H ST MONROE AVE NE MONROE AVE NENEWPORT AVE NEACCESS RDPI ERCE AVE NEPIERCE AVE NEQUEEN AVE NEN E 12T H ST MATCH LINE SEE THIS SHEETMA T C H LIN E S E E T HIS S H E E T MATCH LINE SEE SHEET TC29ECN ATSI D 2/1 GNICAPS ECIVED SECIVED CIFFART GNISOPPO ROF DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES 48" 48" TO STOP PREPARED BE W20-7B BA 48" 48" W20-7A A B A. TIBBETTS A. TIBBETTS 50 TC28 SECTION 4 SEE NOTE 6 NOTES: PAVING OPERATIONS ARE WITHIN 100 FT OF LOCATION SHOWN IN PLANS. FLAGGERS SHALL BE PRESENT AT FLAGGING STATIONS WHEN ACTIVE STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 6. 5. 4. 3. 2. 1. SEE NOTE 6SEE NOTE 6SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.34 TO MP 13.78 22A816 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION NEREDMOND PL FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:31 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 29 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALE2 OF 2 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 UNION AVE NEWHITMAN CT NESR 900 S R 9 0 0 SR 900MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEETMATCH LI NE SEE SHEET TC28TAL/2 R B DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES DEVI CE S PACI NG 1/2 DI STANCEFOR OPPOSI NG TRAF FI C DEVI CESL/2 CONT.L MI N. L 48" 48" W1-4L 48" 48" W4-2LX X W20-1 ROAD WORK AHEAD 48" 48" X X 48" 48" RIGHT LANE CLOSED AHEAD W20-5R A. TIBBETTS A. TIBBETTS 51 TC29 NOTES: BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 4. 3. 2. 1. SECTION 4 RIGHT LANE CLOSURE & LANE SHIFT WB SR 900 MP 13.34 TO MP 13.78 22A816 LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATION FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:33 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 26 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALE1 OF 2 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2)172'150'222'172'100' 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT 45-55 MPH 60+ MPH 45-55 MPH 60+ MPH 100' 22,001+ lbs. HOST VEHICLE WEIGHT UP TO 40 MPH UP TO 40 MPH MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R LENGTH (feet) 30 35 40 45 50 55 60 200 250 305 360 425 495 570 20 25 155 65 645 SPEED (MPH) 115 LONGITUDINAL BUFFER SPACE = B 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 MATCH LINE SEE THIS SHEETMATCH LI NE SEE THI S SHEETL L MIN.L/2 TA100' 20' B R W20-1 ROAD WORK AHEAD 48" 48" 48" 48" W4-2L 48" 48" W1-4L X X X X W20-1 ROAD WORK AHEAD 48" 48" X X 48" 48" W20-7A A B 48" 48" TO STOP PREPARED BE W20-7B A B XXA B X X A BXXA B TC 31TC 31M A TCH LIN E A SEE SH EET MATC H LIN E B SEE SH EE T L/2FOR OPPOSING TRAFFIC DEVICES DEVICES SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES DEVICE SPACING 1/2 DISTANCE SR 900 SR 900DUVALL AVE NEDUVALL AVE NESR 900 ELMA PL NEFIELD AVE NEEN EVA SETROCANAA. TIBBETTS A. TIBBETTS 52 TC30 SECTION 4 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 14.31 TO MP 14.40 22A816 NOTES: BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING PRESENT. SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 5. 4. 3. 2. 1. LEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATIONCT NEWHITEMAN FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:35 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn 10 Plot 27 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR TRAFFIC CONTROL PLAN 114 NOT TO SCALE2 OF 2 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM SPEED (MPH) L/2 (feet) MINIMUM LANE SHIFT TAPER LENGTH = L/2 20 40 40 60 60 20 25 30 35 40 9090604020 40 60 80 8040 80 120 140 200 100 180 280 120 150 150 180 270 330 390 480 SHIFT LANE 4' 6' 10' 12' 24' 36' SPEED (MPH) L (feet) MINIMUM LANE CLOSURE TAPER LENGTH = L 20 80 25 30 35 40 140 180 270 330 WIDTH LANE 12' URBAN STREETS RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS 350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH 25-30 MPH SIGN SPACING = X (1) 25 MPH OR LESS INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 200' +/- (2) 100' +/- (2) 35-40 30 20 40 TANGENTMPHTAPER DEVICE SPACING (feet) MAXIMUM CHANNELIZATION 20-30 60 TC30TC30MATCH LI NE B SEE SHEET L/2 CONT. L L MIN. L 100' 20' 48" 48" W1-4L X W20-1 ROAD WORK AHEAD 48" 48" 48" 48" W4-2L X X X W20-1 ROAD WORK AHEAD 48" 48" XX 48" 48" W4-2R X SR 900 SR 900 NE 17TH PLNE 18TH PLNE 12TH STNOTES: BUSINESS WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH MAINTAIN ACCESS WHENEVER FEASIBLE. WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL DESIGNATED. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS. 4. 3. 2. 1. A. TIBBETTS A. TIBBETTS 53 TC31 SECTION 4 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" RIGHT LANE CLOSED AHEAD W20-5R RIGHT LANE CLOSURE & LANE SHIFT EB SR 900 MP 14.31 TO MP 14.40 22A816MATCH LI NE A SEE SHEETLEGEND (SEE SPECIAL PROVISIONS) TRAFFIC SAFETY DRUM CHANNELIZING DEVICE MESSAGE SIGN PORTABLE CHANGEABLE TRANSPORTABLE ATTENUATOR WORK AREA UNIFORMED POLICE OFFICERTAPCMS TYPE 3 BARRICADE TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) TEMPORARY SIGN LOCATION PILOT VEHICLE SEQUENTIAL ARROW SIGN FLAGGING STATIONNE 17TH ST FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:48 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_DU_King_ART.dgn 10 Plot 10 R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR DETOUR PLAN 114 NOT TO SCALE 24" 18"4D 4D END DETOUR BLACK/ORANGE M4-8(MOD) A. TIBBETTS A. TIBBETTS 102 DU7 SECTION 4 900 900NE 11TH PL LYNNWOOD AVE NEMONROE AVE NENE 12TH STKIRKLAND AVE NEMONROE AVE NEM4-9L 48" 36" DETOUR M4-9R 48" 36" DETOUR NE SUNSET BLVDKIRKLAND AVE NE ROAD CLOSURE 22A816 TC19 TC20, NOTES: FOR TRAFFIC CONTROL SEE SHEETS TRAFFIC CONTROL DEVICES. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL 2. 1. ROAD CLOSED ?SIGN NOTE MESSAGE SIGN PORTABLE CHANGEABLE LEGEND PCMS DETOUR ROUTE CONSTRUCTION SIGN CLASS A TEMPORARY SIGN LOCATION TYPE 3 BARRICADE FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:49 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_DU_King_ART.dgn 10 Plot 11 24" 18"4D 4D END DETOUR BLACK/ORANGE M4-8(MOD) A. TIBBETTS A. TIBBETTS R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR DETOUR PLAN 103 114 DU8 NOT TO SCALE SECTION 4 48" 48" ROAD CLOSED AHEAD W20-3 48" 48" ROAD CLOSED AHEAD W20-3KIRKLAND AVE NE900 900M4-9R 48" 36" DETOUR M4-9L 48" 36" DETOUR M4-9L 48" 36" DETOUR M4-9R 48" 36" DETOURNE SUNSET BLVDNE 12TH ST MONROE AVE NELYNNWOOD AVE NEMONROE AVE NENE 11TH PL NE 12TH ST ROAD CLOSURE 22A816 TC24 TC25, NOTES: FOR TRAFFIC CONTROL SEE SHEETS TRAFFIC CONTROL DEVICES. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL 2. 1. ROAD CLOSED ?SIGN NOTE MESSAGE SIGN PORTABLE CHANGEABLE LEGEND PCMS DETOUR ROUTE CONSTRUCTION SIGN CLASS A TEMPORARY SIGN LOCATION TYPE 3 BARRICADE FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:58 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_PDU_King_ART.dgn 10 Plot 1 NOT TO SCALE CLOSED 24" 12"SIDEWALK R9-9 (B/W) PAINTED SAFETY ORANGE CANE-DETECTABLE PANEL GROUND EXISTING TYPE 3 BARRICADE2" MAX.6" MIN.WB SR 900 MP 13.17 TO MP 13.42 24" 12" R9-9 (B/W) SIDEWALK CLOSED 24" 12" R9-11L (B/W) CROSS HERE AHEAD SIDEWALK CLOSED A. TIBBETTS A. ATIBBETTS R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR 113 PDU1 114SR 900NE 12TH ST SECTION 4 M4-9BR 24" 18"DETOUR M4-9BR 24" 18"DETOUR M4-9BR 24" 18"DETOUR M4-9BL 24" 18"DETOUR M4-9BL 24" 18"DETOUR 22A816 TC26 TC27,3. 2. 1. FOR TRAFFIC CONTROL SEE SHEETS SEE STANDARD SPECIFICATION 1-10.2(1)B. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED. NOTES: PEDESTRIAN DETOUR PLAN LEGEND DETOUR ROUTE TEMPORARY SIGN LOCATION TYPE 3 BARRICADE WORK AREA FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO tibbeta 6/6/2022 3:40:59 PM T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_PDU_King_ART.dgn 10 Plot 2 NOT TO SCALE WB SR 900 MP 13.15 TO MP 13.17 CLOSED 24" 12"SIDEWALK R9-9 (B/W) PAINTED SAFETY ORANGE CANE-DETECTABLE PANEL GROUND EXISTING TYPE 3 BARRICADE2" MAX.6" MIN.24" 12" R9-9 (B/W) SIDEWALK CLOSED A. TIBBETTS A. ATIBBETTS R. PASHA C. ANDERSON M. COTTEN NWR EMERGENCY PAVEMENT REPAIR 114 114 PDU2SR 900NE 12TH ST 24" 12" R9-11R (B/W) CROSS HERE AHEAD SIDEWALK CLOSED SECTION 4 M4-9BL 24" 18"DETOUR M4-9BR 24" 18"DETOUR M4-9BR 24" 18"DETOUR M4-9BL 24" 18"DETOUR M4-9BL 24" 18"DETOUR 22A816 TC24 TC25,3. 2. 1. FOR TRAFFIC CONTROL SEE SHEETS SEE STANDARD SPECIFICATION 1-10.2(1)B. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED. NOTES: PEDESTRIAN DETOUR PLAN LEGEND DETOUR ROUTE TEMPORARY SIGN LOCATION TYPE 3 BARRICADE WORK AREA