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I <br /> IFINAL JOINT MUST SAW-CUT OR UNE DRILL <br /> BE SAW-CUT UNDERLYING CONCRETE 2' MIN ASPHALT CONCRETE <br /> IEXISTING ASPHALT CONCRETE <br /> I <br /> 6' MIN CEMENT CONCRETE <br /> ' . <br /> 6' MIN CRUSHED SURFACING <br /> � <br /> EXISTING CEMENT MIN /� TOP COURSE <br /> I CONCRETE <br /> CONCRETE MIX SHALL BE -..-- SEE STD PLAN 610 <br /> CLASS 4000, TWE 3 (H.E.S.) <br /> I EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> I ASPHALT CONCRETE (3' MIN) <br /> FINAL JOINT MUST REPLACEMENT PATCH TO BE 1' <br /> BE SAW-CUT THICKER THAN PREVIOUSLY EXISTED <br /> I <br /> I <br /> / La 6" 6' MIN CRUSHED SURFACING <br /> EXISTING ASPHALT <br /> CONCRETE MIN i/--.. TOP COURSE <br /> SEE STD PLAN 610 <br /> I <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> In CEMENT CONCRETE (8' MIN) <br /> C FINAL JOINT MUST REPLACEMENT PATCH TO BE 1' <br /> h <br /> I <br /> BE SAW-CUT NICKER THAN PREVIOUSLY EXISTED <br /> R <br /> A I - °. •p <br /> EXISTING CEMENT 6" j/"1"CONCRETE PAVEMENT MIN ��' ' MIN HED SURFACING <br /> TOP COURSE <br /> I4 CONCRETE MIX SHALL BE t- SEE STD PLAN 610 <br /> v CLASS 4000, TYPE 3 (H.E.S.) <br /> I EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br /> NOTES: <br /> I <br /> V 1, ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH <br /> TEMPORARY ASPHALT AT THE END OF EACH WORK DAY. UNLESS PERMISSION IS <br /> GRANTED TO DO OTHERWISE BY THE CITY ENGINEER. <br /> Y <br /> Ic 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 <br /> r WEEKS OF COMPLETION OF WORK WITHIN ROADWAY AREA. <br /> v <br /> I 004 <br /> a /': C'PUBL C WOF RKS PAVEM ENT PATCHING 1 do? <br /> 171 ENGINEERING & PUBLIC DETAILS 316 <br /> SERVICES DEPARTMENT number <br />