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HomeMy WebLinkAboutP_Traffic Control SR167_240723_v1.pdfFILE 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:04:55 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 1 SR 167 SB SR 167 NB SR 167 NB SR 167 SB NOT TO SCALE N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TARLB X 48" 48" RAMP CLOSED AHEAD W20-3 ALTW20-1 ROAD WORK AHEAD 48" 48" 48" 48" RIGHT LANE CLOSED AHEAD W20-5R 48" 60" R11-1501 (B/W) WILL BE CLOSED XX/XX - XX/XX RAMP UPDATED WEEKLY DATES & TIME UPCOMING CLOSURE 4:30AM - 10:30PM M4-9 48" SEE NOTE 13 36" A B C A B C D E D 48" 30" R11-201 (B/W) RAMP CLOSED G E F G TRAFFIC CONTROL PLAN PAVEMENT REPAIR SR 167 NB & I-405 SB ON-RAMP RIGHT LANE CLOSURE SECTION 13 RAMP CLOSED I-405 SBSR 167NB TOI-405 NB TOSR 167 NB RAMP CLOSED SR 167 N B TO I-405 N B NB TO I-405 SR 167 SBTO I-4 0 5 NBSR 167 SB SB TO I-405 SR 167 SB G 48" 48" W4-2R F L X X DRUMS SPACING BY HALF REDUCE TRAFFIC SAFETYSEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINE2.0 SEC 2.0 SEC PCMS 1 2 AHEAD MILES 1.5 CLOSED LANE RIGHT PER STD. SPEC. 1-10.3(3)C. PRIOR TO CLOSURE TAPER H RAMP CLOSED 48"x30" BLACK/WHITE W/ TYPE C LIGHTS W/ R11-201 SIGN TYPE III BARRICADE (ONE PER LANE) H 1 13 TC101SEE SHEET TC102MATCH LINESEE SHEET TC106 I-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: DETOUR PCMS 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:04:56 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 2SOUTHWEST GRADY WYS GRADY WAYN. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS NOT TO SCALE 30" 36" (B/W) MOD R3-6R W20-1 ROAD WORK AHEAD 48" 48" A B A B SR 167 TRAFFIC CONTROL PLAN PAVEMENT REPAIR SR 167 NB & S GRADY WAY RIGHT LANE CLOSURE SECTION 13 TO I-405 SBSR 1 6 7 SBSB TO I-405SR 167NB RAMP CLOSED C 48" 60" R11-1501 (B/W) WILL BE CLOSED 10/25 - 10/20 RAMP UPDATED WEEKLY DATES & TIME UPCOMING CLOSURE 4:30AM - 10:30PM C XA X XHARDIE AVE SW 2 13 48" 48" RAMP CLOSED AHEAD W20-3 ALT M4-9 48" SEE NOTE 13 36" D E TC102SEE SHEET TC101MATCH LINESEE SHEET TC103MATCH LINES E E SH E E T TC 1 0 7 I-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: DETOUR KO 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:04:57 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 3 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS NOT TO SCALE 30" 36" (B/W) MOD R3-6R W20-1 ROAD WORK AHEAD 48" 48" A C C A BX TRAFFIC CONTROL PLAN SR 167 S W 7 T H S T S 7T H S T 48" 48" LEFT LANE CLOSED AHEAD W20-5L PAVEMENT REPAIR DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: SR 167 NB & S 7TH ST RIGHT LANE CLOSURE SECTION 13 A X X TO IHOP ACCESS 3 13 TC103SEE SHEET TC102MATCH LINESEE SHEET TC104MATCH LINE I-5 ET AL. NWR SOUTH 23-25 KO 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:04:58 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 4 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS NOT TO SCALE B A 30" 36" (B/W) MOD R3-6R W20-1 ROAD WORK AHEAD 48" 48" A B A B A A TRAFFIC CONTROL PLANS 4TH PLSR 167 RENTON CENTER WAYS 3RD PLPAVEMENT REPAIR DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:SR 167 NB & S 4TH PL & S 3RD PL RIGHT LANE CLOSURE SECTION 13 XX XXX X 4 13 TC104SEE SHEET TC103MATCH LINESEE SHEET TC105MATCH LINEI-5 ET AL. NWR SOUTH 23-25 KO 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:00 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 5 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS NOT TO SCALE W20-1 ROAD WORK AHEAD 48" 48" A 100 'A XTRAFFIC CONTROL PLANS 3RD STSW SUNSET BLVDS 2ND STSR 167 PAVEMENT REPAIR DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:S 2ND ST LEFT LANE CLOSURE SR 167 NB & SW SUNSET BLVD/S 3RD ST & SECTION 13 5 13 TC105 S EE SHEET TC1 0 4MATCH LI NEI-5 ET AL. NWR SOUTH 23-25 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:01 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 11 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR 13 6 NOT TO SCALESEE THIS SHEETMATCH LINE BSEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE BSEE SHEET TC94I-405 NB TO SR 167 NBRAMP CLOSED 500' L H E DRUMS SPACING BY HALFREDUCE TRAFFIC SAFETY 500' F A B C 48" 48" RAMP CLOSED AHEAD W20-3 ALTW20-1 ROAD WORK AHEAD 48" 48" 48" 48" RIGHT LANE CLOSED AHEAD W20-5R M4-9 48" SEE NOTE 13 36" A B C D E 48" 30" R11-201 (B/W) RAMP CLOSED 48" 48" W4-2R F RAMP CLOSED 48"x30" BLACK/WHITE W/ TYPE C LIGHTS W/ R11-201 SIGN TYPE III BARRICADE (ONE PER LANE) H D I-405 NB TO SR 167 NB 2.0 SEC 2.0 SEC PCMS 1 2 DETOUR FOLLOW CLOSED NB EXIT SR 167 PER STD. SPEC. 1-10.3(3)C. PRIOR TO CLOSURE TAPER I-405 TO TO SR 167 NB RAMP CLOSURE SECTION 13 X X X I-405 NB I-405 NB I-405 NB TC106 I-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: DETOUR PCMS 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:02 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 12 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR 13 7 NOT TO SCALESEE SHEET TC102SEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINED A B C DRUMS SPACING BY HALFREDUCE TRAFFIC SAFETY M4-9 48" SEE NOTE 13 36" B 48" 30" R11-201 (B/W) RAMP CLOSED C RAMP CLOSED 48"x30" BLACK/WHITE W/ TYPE C LIGHTS W/ R11-201 SIGN TYPE III BARRICADE (ONE PER LANE) D I-405 SB TO RAMP CLOSED SR 167 NB I-405SB TO SR 167 NB 48" 48" RAMP CLOSED AHEAD W20-3 ALT A I-405 SB TO SR 167 NB CLOSURE SECTION 13 I-405 SB I-405 SB TC107 S E E S H E E T T C108MA T C H LI N E I-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: DETOUR Plot 13 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR 13 8 NOT TO SCALEX48" 48" RAMP CLOSED AHEAD W20-3 ALTW20-1 ROAD WORK AHEAD 48" 48" A BI-405SB TOS R 167 N B 2.0 SEC 2.0 SEC PCMS 1 2 DETOUR FOLLOW CLOSED NB EXIT SR 167 PER STD. SPEC. 1-10.3(3)C. PRIOR TO CLOSURE TAPER C B AXX M4-9 48" SEE NOTE 13 36" C I-405 SB TO SR 167 NB CLOSURE SECTION 13 I-405 SBFILE 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:03 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 TC108 SEE SHEET TC107 MATCH LINE I-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: DETOUR PCMS 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:04 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 16 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR NOT TO SCALE X X B CA L B TAR B A W20-1 ROAD WORK AHEAD 48" 48" A 48" 48" LEFT LANE CLOSED AHEAD W20-5L C SR 167 NB SR 167 SB SR 167 SB SR 167 & I-405 SB ON-RAMP LEFT LANE CLOSURE SECTION 13 SR 167 SB TO I-4 0 5 NBI-405 NB TOSR 167 NB I-405SB TO SR 167 SB SR 167NB TOI-405 SB I-405NB TO SR 167 SB SR 167 NB TO I-405 N B SEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINEXX 2.0 SEC 2.0 SEC PCMS 1 2 AHEAD MILES 1.5 CLOSED LANE LEFT PER STD. SPEC. 1-10.3(3)C. PRIOR TO CLOSURE TAPER 48" 48" W4-2L B SR 167 NB 13 9 TC109SEE SHEET TC110MATCH LINEI-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:PCMS Plot 17 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR NOT TO SCALE W20-1 ROAD WORK AHEAD 48" 48" A B C 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A XCXB B X C XXXX XD A 48" 48" LEFT LANE CLOSED AHEAD W20-5L SR 167 SOUTHWEST GRADY WYS GRADY WAYSR 167 & S GRADY WAY LEFT LANE CLOSURE SECTION 13SR 1 6 7 SBTO I-405 SB I-405SB TOSR 167NB X C B A XC B A X A HARDIE AVE SW D 10 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:05 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 13 TC110SEE SHEET TC109MATCH LINESEE SHEET TC111MATCH LINEI-5 ET AL. NWR SOUTH 23-25 2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE. DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES: Plot 18 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR NOT TO SCALEXXW20-1 ROAD WORK AHEAD 48" 48" A B 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A X X X X X X X SR 167 S W 7T H S T S 7T H S T DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:SR 167 & S 7TH ST LEFT LANE CLOSURE SECTION 13 CXA B C A B C C B C B 11 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:07 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 13SEE SHEET TC110MATCH LINESEE SHEET TC112MATCH LINE TC111 I-5 ET AL. NWR SOUTH 23-25 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:08 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 19 N. MENZEL A. MANGAHAS A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR NOT TO SCALE W20-1 ROAD WORK AHEAD 48" 48" A B C 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A C B A XXXXXXXXXXXXX X B X C X X X B X C X RENTON CENTER WAYS 3RD PLS 4TH PLSR 167 DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:SR 167 & S 4TH PL & S 3RD PL LEFT LANE CLOSURE SECTION 13 C B A CB BC A C B C B A 12 13SEE SHEET TC111MATCH LINESEE SHEET TC113MATCH LINETC112 I-5 ET AL. NWR SOUTH 23-25 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. WASH PLOTTED BY PLAN REF NO mangaha 07/16/2024 14:05:09 c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn 10 Plot 20 A. EMERSON B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS N. MENZEL A. MANGAHAS TRAFFIC CONTROL PLAN PAVEMENT REPAIR NOT TO SCALE W20-1 ROAD WORK AHEAD 48" 48" A B C 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A X X C B A XXXX X 100 ' 48" 48" LEFT LANE CLOSED AHEAD W20-5L 48" 48" W4-2L ED S 3RD STSW SUNSET BLVDS 2ND STSR 167 DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES. 1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER NOTES:S 2ND ST LEFT LANE CLOSURE SR 167 & SW SUNSET BLVD/S 3RD ST & SECTION 13 B C C B 13 13 S EE SHEET TC1 1 2MATCH LI NETC113 I-5 ET AL. NWR SOUTH 23-25