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1 <br /> IFINAL JOINT MUST SAW—CUT OR UNE DRILL <br /> BE SAW—CUT ASPHALT CONCRETE (2"MIN) TO <br /> UNDERLYING CONCRETE MATCH THICKNESS OF EXISTING <br /> IEXISTING ASPHALT CONCRETE <br /> I <br /> 6" a. , , 6" MIN CEMENT CONCRETE <br /> MIN <br /> I EXISTING CEMENT <br /> '(/// <br /> ��� 6" MIN <br /> COURSEHED SURFACING <br /> CONCRETE <br /> —w— SEE STD PLAN 610 <br /> I <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> IASPHALT CONCRETE (3" MIN) <br /> FINAL JOINT MUST REPLACEMENT PATCH TO BE 1" <br /> BE SAW—CUT THICKER THAN PREVIOUSLY IXISILD <br /> I / <br /> IEXISTING ASPHALT 6" 4 - 6" MIN CRUSHED SURFACING <br /> MIN TOP COURSE <br /> CONCRETE <br /> IE --4— SEE STD PLAN 610 <br /> I <br /> 111 c'lLni:. EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> /---CEMENT CONCRETE (8" MIN) <br /> I FINAL JOINT MUST <br /> I BE SAW—CUT <br /> REPLACEMENT PATCH TO BE 1" <br /> THICKER THAN PREVIOUSLY EXISTED <br /> M I <br /> 0D(ISTING CEMENT <br /> z CONCRLIL PAVEMENT 6• / �j� 6" MIN CRUSHED SURFACING <br /> III <br /> MIN TOP COURSE <br /> a — SEE STD PLAN 610 <br /> Uo <br /> o" <br /> EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br /> I Q <br /> ci NOTES: <br /> 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE <br /> o END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER. <br /> m 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF COMPLETION <br /> ,5 OF WORK WITHIN ROADWAY AREA. <br /> I <br /> 3. CEMENT CONCRETE FOR PATCHING SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSDOT STD SPECS. <br /> -2, ' CITY OF EVERETT 7 2-2013 <br /> e: <br /> PUBLIC WORKS PAVEMENT PATCHING <br /> VERE7T DEPARTMENT DETAILS 316 <br /> %7 CQE Std Dwg: <br />