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I <br /> IFINAL JOINT MUST SAW-CUT OR LINE DRILL <br /> BE SAW-CUT ASPHALT CONCRETE (2"MIN) TO <br /> UNDERLYING CONCRETE MATCH THICKNESS OF EXISTING <br /> IEXISTING ASPHALT CONCRETE <br /> I _ 6 _ a' ed. ' , '4 • 6" MIN CEMENT CONCRETE TO <br /> I — _ MIN 'v.0 ' d — MATCH THICKNESS OF EXISTING <br /> 6" MN CRUS <br /> EXISTING CEMENT <br /> //jj// TOP (COURSE HED SURFACING <br /> I CONCRETE <br /> SEE STD PLAN 610 <br /> IM EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> a <br /> 0 <br /> I <br /> a TE (3' MIN) <br /> FINAL JOINT MUST REPLACEMENTASPHALTCONCREPATCH TO BE 1" <br /> BE SAW-CUT / THICKER THAN PREVIOUSLY EXISTED <br /> I <br /> Q <br /> ,Li / <br /> 6" 6' MIN CRUSHED SURFACING <br /> I <br /> o EXISTING ASPHALT I MIN "" <br /> CONCRETE TOP COURSE <br /> f— SEE STD PLAN 610 <br /> o, <br /> M <br /> 111 <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> ILLcn CEMENT CONCRETE (8" MIN) <br /> 3 REPLACEMENT PATCH TO BE 1" <br /> -- FINAL JOINT MUST <br /> II BE SAW-CUT \ / THICKER THAN PREVIOUSLY EXISTED <br /> 0 <br /> Q t d e <br /> w1 <br /> ~ EXISTING CEMENT <br /> z CONCRETE PAVEMENT 6' j� 6" MIN CRUSHED SURFACING <br /> MIN TOP COURSE <br /> I _ <br /> Y f— SEE STD PLAN 610 <br /> EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br /> I 150 <br /> NOTES: <br /> aI <br /> 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE <br /> END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER. <br /> 0 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF COMPLETION <br /> OF WORK WITHIN ROADWAY AREA. <br /> I .o <br /> 3. CEMENT CONCRETE FOR PATCHING SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSDOT STD SPECS. <br /> v <br /> 0 <br /> I °1 ,- CITY OF EVERETT 7-2-2013 <br /> %,, PAVEMENT PATCHING Date: <br /> a /EVERETT PUBLIC WORKS DETAILS <br /> o , DEPARTMENT 316 <br /> I <br /> ''SL) <br /> SCE Std Dwa: <br />