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MI MI M I OM 1111111 S M I NB NB MI 1 MI M NM 1 <br /> NOTES <br /> FINAL JOINT MUST <br /> BE SAWCUT 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br /> BACKFILLED AND PATCHED WITH TEMPORARY <br /> EXISTING ASPHALT (2"MII� ASPHALT AT THE END OF EACH WORK DAY,UNLESS <br /> ASPHALT CONCRETE <br /> CONCRETE TO MATCH EXISTING HICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br /> EXISTING CEMENT CITY ENGINEER. <br /> CONCRETE --, 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br /> 6"MIN 4. ,,.-. <br /> F- ' <br /> . '..:./— SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br /> 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. <br /> MATCH EXISTING THICKNESS <br /> 3. CEMENT CONCRETE FOR PATCHING SHALL BE <br /> 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT <br /> STANDARD SPECIFICATIONS. <br /> SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> FINAL JOINT MUST <br /> BE SAWCUT <br /> ASPHALT CONCRETE(3"MIN) <br /> EXISTING ASPHALT REPLACEMENT PATCH TO BE <br /> CONCRETE1"THICKER THAN PREVIOUSLY EXISTED <br /> 1_6"MIN "1 / TOP COURSE 6"MIN CRUSHED <br /> OU SEHED SURFACING <br /> - SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> X <br /> i FINAL JOINT MUST <br /> BE SAWCUT CEMENT CONCRETE(8"MIN) <br /> i EXISTING CEMENT <br /> CONCRETE REPLACEMENT PATCH TO BE <br /> 1"THICKER THAN PREVIOUSLY EXISTED <br /> PAVEMENT <br /> . . <br /> 5 16"MIN %/ 6". MIN CRUSHED SURFACING CITY OF EVERETT <br /> I_ <br /> TOP COURSE -1'9 ETT PUBLIC WORKS DEPARTMENT <br /> a — SEE STANDARD DRAWING 614 '"df SAss I trelta 1II I""lie (4 6 2017 <br /> BE mu STAMMMN=a, <br /> g EXISTING CEMENT CONCRETE OVER PREPARED GRADE PAVEMENT PATCHING DETAILS 326 <br /> Esq <br /> I I <br />