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GENERAL NOTES (THIiS SHEET ONLY <br />1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE PER CALIFORNIA <br />MUTCD AND STANDARD PLANS AND SPEC IFICATIONS, LATEST EDITI❑N. <br />P, ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON GALVANIZED STEEL SQUARE POSTS, UNLESS <br />OTHERWISE NOTED ON THE PLAN, <br />S. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING PRI❑R TO <br />THIS WORK BEING DONE. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL <br />REMOVALS SHALL BE THE RESPONSIBILITY OF THE CUNTRACT❑R <br />STA. 29+34 <br />LIMIT OF SLURRY SEAL <br />-2 - ---' -----_C__ --- - - - .i--- <br />f <br />CONFORM TO EXISTING <br />STRIPING <br />141 <br />4. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE PAINT (TW❑-C❑ATS) (TYP,). <br />5. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE <br />WITH THE STRIPING DETAILS SHOWN ❑N THIS PLAN. <br />__ =--------------------------------__-_ _________________:__--- ___--_--- - -- <br />T <br />32 33 34, <br />1n <br />- =""---- <br />❑ - - -- --- --- -- --- --- -- - -- <br />C <br />M <br />r AVOID CUTTING UNDERGROUND <br />UTILITY LINES IT'S COSTLY. <br />Call <br />before youe�a1 Essa��� o eRQF�ss,o,�� <br />�4. 40uR I■ cn �`4 L��R 41 <br />D49 No. TR41 rip. 1 <br />-800-X42-444 '� Exp. 3-3}-11 * Exp. 9-30-10 <br />TRAFFIC ELECTRICAL <br />UNE3ERGRQUND SERNCE ALERT(USA) �T4r£ OF CAL1Fas�4r OF CK \\ 43 �P <br />DRAWN BY <br />Shp <br />FILE NAME <br />ARCH AND AUSTIN <br />IMPROVEMENTS.DWG <br />121 <br />p <br />X <br />N <br />X <br />X <br />Y <br />H <br />Bridge <br />i <br />q I <br />q i <br />tl � <br />tl <br />I STA. 23+00 <br />LIMIT OF SLURRY SEAL <br />FROM INTERSECTION) <br />9 9 <br />EP -\ 1 -11 II /-EP <br />0' <br />1- ' 1 ' 20 <br />50+00 1.0 RT. 12 <br />Place Monument 3 3 <br />F9 <br />F-cme and Cover <br />32' 4 4 19' <br />5 ' <br />YP) EP ' I <br />5 • i} 10 <br />jr} <br />16' a <br />47 J� 48 1 41. <br />8 J I, <br />6 6 <br />1' s <br />, <br />7 ARCH ROAD 1 EP <br />F]6 5 3 , <br />5 12 <br />49+84 1.5 RT. <br />Existing Frame <br />and Cover 3 <br />"C274)0 <br />DATE SUBMITTED <br />Na. <br />SIGNING AND STRIPING ESTIMATE <br />QUANTITY <br />UNITS <br />1 <br />DATE <br />PROJECT <br />ENGINEER <br />DATE <br />LANE LINE PER CALTRANS STD PLAN A20A DETAIL 11. <br />CHECKED <br />LF <br />03/90 <br />Wilbur <br />Elias <br />31314 <br />! <br />A <br />VU <br />DRAWER <br />SHEET NO. <br />ACAD <br />TYPE III (R) OR (L) ARROW PER CALTRANS STD PLAN A248. <br />je <br />I <br />11Sjp-gor. \shores\Engineering \EQesign'PKJECn\20071CC AustinlPLAi <br />121 <br />p <br />X <br />N <br />X <br />X <br />Y <br />H <br />Bridge <br />i <br />q I <br />q i <br />tl � <br />tl <br />I STA. 23+00 <br />LIMIT OF SLURRY SEAL <br />FROM INTERSECTION) <br />9 9 <br />EP -\ 1 -11 II /-EP <br />0' <br />1- ' 1 ' 20 <br />50+00 1.0 RT. 12 <br />Place Monument 3 3 <br />F9 <br />F-cme and Cover <br />32' 4 4 19' <br />5 ' <br />YP) EP ' I <br />5 • i} 10 <br />jr} <br />16' a <br />47 J� 48 1 41. <br />8 J I, <br />6 6 <br />1' s <br />, <br />7 ARCH ROAD 1 EP <br />F]6 5 3 , <br />5 12 <br />49+84 1.5 RT. <br />Existing Frame <br />and Cover 3 <br />"C274)0 <br />DATE SUBMITTED <br />Na. <br />SIGNING AND STRIPING ESTIMATE <br />QUANTITY <br />UNITS <br />1 <br />DOUBLE YELLOW LINE PER CALTRANS STD PLAN A20A DETAIL 22. <br />3,784 <br />LF <br />2 <br />LANE LINE PER CALTRANS STD PLAN A20A DETAIL 11. <br />1,788 <br />LF <br />3 <br />12" LIMIT LINE PER CALTRANS STD PLAN A24E. <br />144 <br />SF <br />4 <br />CHANNELIZiNG LINE PER CALTRANS STD PLAN A20D DETAIL 38. <br />1,290 <br />LF <br />5 <br />TYPE III (R) OR (L) ARROW PER CALTRANS STD PLAN A248. <br />378 <br />SF <br />6 <br />TYPE V ARROW PER CALTRANS STD PLAN A24A. <br />132 <br />SF <br />7 <br />SIGNAL AHEAD LEGEND PER CALTRANS STD PLAN A24D. <br />378 <br />SF <br />8 <br />W3-3 SIGNAL AHEAD SIGN ON GALVANIZED STEEL SQUARE POST. <br />1 <br />EACH <br />9 <br />LANE LINE PER CALTRANS STD PLAN A20B DETAIL 27B. <br />4,645 <br />LF <br />10 <br />LANE LINE PER CALTRANS STD PLAN A20D DETAIL 40. <br />122 <br />LF <br />11 <br />NUMERAL "35" PER CALTRANS STD PLAN A24C. <br />16.5 <br />SF <br />12 <br />BICYCLE LOOP DETECTOR SYMBOL PER CALTRANS STD PLAN A24C. <br />4 <br />SF <br />DATE APPROVAL RECOMMENDED DATE <br />COUNTY OF SAN JOAQUIN <br />W� M <br />12' <br />1 5 1 <br />9 6 <br />4 I I <br />tad <br />EP <br />50+14 1.0 RT. <br />Place Monument <br />991 Frame and Cover <br />W <br />fCORD DR V'If �itionsanges 6y <br />"2' 14rson Using This Drawing Sti Verity <br />All information By inspecting Tn6 Site ❑f'dVork <br />STA. 54+00 <br />LIMIT OF SLURRY SEAL <br />(400' FROM INTERSECTION) <br />O <br />1 7 1 <br />55 56 <br />- -- ---------------------------- <br />- <br />136' TAPER _-- --- --- --- _-- <br />B N SF ACCESS t <br />CONFORM TO EXISTING <br />STRIPING <br />STA 13+00 <br />LIMIT OF <br />SLURRY SEAL <br />(500' FROM INTERSECTION) <br />SCALE: 1 " = 60' STRIPING & <br />SIGNING PLAN <br />-CONFORM TO EXISTING <br />STRIPING M PAINT LANE LINE PER CALTRANS STD PLAN A20B DETAIL 27B. <br />1O PAINT LANE LINE PER CALTRANS STD PLAN A20D DETAIL 40. <br />EAPPLY NUMERAL "35" PER CALTRANS STD PLAN A24C. <br />12 APPLY BICYCLE LOOP DETECTOR SYMBOL PER CALTRANS STD PLAN A24C. <br />ARCH ROAD AND AUSTIN ROAD IMPROVEMENTS SNO. SHEETS <br />(6.4 mile w/o Austin Road to Austin Road) 4 5 <br />' <br />SIGNING AND STRIPING NOTES (This Sheet Onl <br />cj� PAINT DOUBLE YELLOW LINE PER CALTRANS STD PLAN A20A DETAIL 22. <br />Z 2 PAINT LANE LINE PER CALTRANS STD PLAN A20A DETAIL 11. <br />1E PAINT 12" LIMIT LINE PER CALTRANS STO D PLAN A24E. <br />1 <br />4] PAINT CHANNELIZING LINE PER CALTRANS STD PLAN A20D DETAIL 38. <br />� <br />F51 APPLY TYPE III (R) OR (L) ARROW PER CALTRANS STD PLAN A24-8. <br />9 <br />F9 <br />F6] APPLY TYPE V ARROW PER CALTRANS STD PLAN A24A. <br />EP <br />EP El APPLY SIGNAL AHcAD LEGEND PER CALTRANS STD PLAN A24D, AT STATIONING SHOWN. <br />EINSTALL W3-3 SIGNAL AHEAD SIGN ON GALVANIZED STEEL SQUARE POST. <br />STA 13+00 <br />LIMIT OF <br />SLURRY SEAL <br />(500' FROM INTERSECTION) <br />SCALE: 1 " = 60' STRIPING & <br />SIGNING PLAN <br />-CONFORM TO EXISTING <br />STRIPING M PAINT LANE LINE PER CALTRANS STD PLAN A20B DETAIL 27B. <br />1O PAINT LANE LINE PER CALTRANS STD PLAN A20D DETAIL 40. <br />EAPPLY NUMERAL "35" PER CALTRANS STD PLAN A24C. <br />12 APPLY BICYCLE LOOP DETECTOR SYMBOL PER CALTRANS STD PLAN A24C. <br />ARCH ROAD AND AUSTIN ROAD IMPROVEMENTS SNO. SHEETS <br />(6.4 mile w/o Austin Road to Austin Road) 4 5 <br />