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Home My WebLink About20220722 Ver 1_210_PM_Plans_202205254.0'4.00'YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTVTBTBTBT9T9TBTHBEGIN-Y2- 9+35TATHBEGINEND-Y2- 9+65TATHTHTBTNTUTBUAUABEGIN-L1- 164+56BEGINEND-L1- 169+75BEGINEND-L1- 169+36BEGIN-L1- 169+09BEGINEND-L1- 170+23END-L1- 170+91END-Y2- 9+44BEGINEND-Y2- 9+71 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONAL THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIPT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIPPM-1W-5708GDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -1.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVISSEE PM -2 M ATCH LIN E -L1- STA. 172+00SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTNTDTDUABEGINEND-L1- 174+00END-L1- 176+00 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONAL THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIPT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIPPM-2W-5708GDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -2.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT 180+00PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVIS SEE PM -2 M ATCH LIN E -L1- STA. 172+00 SEE PM -3 M ATCH LINE -L1- STA. 180+00 175+00180+00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALLEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTUTBTDTNBEGIN-L1- 182+64UTUTTDT8 BEGIN-L1- 187+30TABEGINEND-L1- 184+85 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONAL THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIPT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIP050'50'100'PM-3W-5708G180+00DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -3.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVISSEE PM-2 MATCH LINE -L1- STA. 180+00SEE PM -4 M ATCH LINE -L1- STA . 188+00 180+00185+00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERUT BEGIN-L1- 188+81 END-L1- 189+50 END-L1- 189+67 END-L1- 189+67TBTBT9TAT8TBTBT9TNTBTBBEGINEND-L1- 189+10BEGINEND-L1- 188+62BEGINEND-L1- 189+49 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONAL THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIPT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIP050'50'100'PM-4W-5708GDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -4.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVIS SEE PM -3 M ATCH LIN E -L1- STA. 188+00 190+00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTB BEGIN-L2- 224+22TVTBBEGIN-L2- 228+59TBTNTUTBT9T9TBTB END-L2- 230+53TAUBTNTBUA PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINEBEGINEND-L2- 230+25BEGINEND-L2- 229+36BEGINEND-L2- 229+75BEGINEND-Y4- 10+71UBBEGIN-Y4- 12+21TBBEGINEND-Y4- 11+52TIBEGINEND-Y4- 10+65TBTNBEGIN-Y4- 10+53BEGINEND-Y4- 11+53TBTITNTATA THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIP THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONALT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIPUB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)050'50'100'PM-5W-5708GDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -5.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT SEE PM -6 M ATCH LIN E -L2- STA. 232+00 PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVISSEE PM- 8 MATCH LI NE -Y4 - STA. 1 1 +0 0 225+00230+00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTNTD END-L2- 238+00TBTDBEGIN-L2- 239+83TDT8UAUABEGINEND-L2- 235+00 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIP THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPUA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)TD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIP050'50'100'PM-6W-5708GDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -6.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDENGINEERDIVISION PROJECT SEE PM -5 M ATCH LIN E -L2- STA. 232+00 SEE PM -7 M ATCH LIN E -L2- STA. 240+00 PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVIS235+00240+0010+00-Y5- POT Sta. 10+00.00-L2- Sta. 237+21.50 =10-Y4- POT Sta. 10+00.00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND YELLOW / YELLOW PAVEMENT MARKERCRYSTAL / RED PAVEMENT MARKERPAVEMENT MARKING LEGENDCRYSTAL / CRYSTAL PAVEMENT MARKERTDTNTPTNTB END-L2- 247+12TB END-L2- 247+12TBTAT8 BEGIN-L2- 244+25TAT8 END-L2- 246+50 BEGIN-L2- 245+80TBTBT9T9TBUTUTUTBEGINEND-L2- 242+10BEGINEND-L2- 246+10BEGINEND-L2- 245+60BEGINEND-L2- 246+49 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGE LINETB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGE LINE PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS)UB - THERMOPLASTIC (RIGHT TURN ARROW, 90 MILS)UG - THERMOPLASTIC (LEFT/STRAIGHT/RIGHT ARROW, 90 MILS)UT - THERMOPLASTIC (U-TURN ARROW, 90 MILS) THERMOPLASTIC (8" WHITE, 90 MILS)TN - GORELINE THERMOPLASTIC (12" WHITE, 90 MILS)TU DIAGONALT8 - THERMOPLASTIC (4" WHITE, 90 MILS) 2' X 6'SP MINISKIP THERMOPLASTIC (12" YELLOW, 90 MILS)TV - DIAGONALT9 - THERMOPLASTIC (4" YELLOW, 90 MILS) 2' X 6'SP MINISKIPTD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' X 9'SP MINISKIP050'50'100'DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 25-M AR-2020 16:25Z:\rdy\hoke\W 5708G_US401@sr_1304\psh\pm p\US_401_PM -7.dgngsdavis AT DIV8-312671L 8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDPM-7W-5708G240+00DIVISION PROJECT PRO F ESSIONALENGINEER NO R T H CAROLINASEAL26930 GREG S. DAVIS SEE PM -6 M ATCH LIN E -L2- STA. 240+00 240+00245+00SPECIAL PAVEMENT MARKER NOTESMARKERS ARE NOT REQUIRED ALONG MINI-SKIP LINES IN TAPERS. THE REPAINTING OPERATIONS.THE MARKER TO REDUCE OVERSPRAYING THE MARKER DURINGTHE LINES, PROVIDED WITH A GAP BETWEEN THE LINES AND YELLOW CENTER LINES SHALL BE PLACED MID-WAY BETWEENPAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE PAVEMENT MARKING LINES.PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON ALLOWED IN BOTH DIRECTIONS.AND TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING ISYELLOW CENTER LINES, AND ALONG YELLOW SKIP LINES(AS FEASIBLE), EXCEPT WHEN PLACED BETWEEN DOUBLETHAN 2 INCHES TO A PAVEMENT CONSTRUCTION JOINTPAVEMENT MARKERS SHOULD NOT BE PLACED CLOSERSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKERS MAY AND SPECIAL PAVEMENT MARKING NOTESCONFLICTING PAVEMENT MARKINGS BY THE END OF THE WORKDAY.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL1205.01 THRU 1205.12.SYMBOLS AS REQUIRED (SEE ROADWAY STANDARD DRAWINGSTHE CONTRACTOR SHALL INSTALL ALL PAVEMENT LINES ANDCONSTRUCTION PROCEDURES, BY THE END OF THE WORKDAY.PAVEMENT MARKINGS, WHICH HAVE BEEN OBLITERATED BYTHE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANYEXTRUSION METHOD.LINES AND SYMBOLS (THERMOPLASTIC ALKYD-MALEIC) USING THETHE CONTRACTOR SHALL PLACE ALL FINAL PAVEMENT MARKINGOF CONSTRUCTION SIGNING.CONTRACTOR SHALL NOT HAVE AN OVERLAP IN THE SEQUENCEUTILIZING PORTABLE CONSTRUCTION SIGNS IS IN EFFECT. THE STATIONARY CONSTRUCTION SIGNING WHEN A LANE CLOSURETHE CONTRACTOR SHALL BE REQUIRED TO COVER ALL CONFLICTINGSHALL BE MADE AT THE DIRECTION OF THE ENGINEER.CHANGES TO PAVEMENT MARKINGS MAY AND