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s - i - M - - Ell ME ■■I I a I.111 I r M <br /> NOTES <br /> FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br /> BE SAWCUT <br /> EXISTING ASPHALT BACKFILLED AND PATCHED WITH TEMPORARY <br /> ASPHALT AT THE END OF EACH WORK DAY,UNLESS <br /> CONCRETE ASPHALT CONCRETE(2"MIN) PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br /> TO MATCH EXISTING THICKNESS CITY ENGINEER. <br /> EXISTING CEMENT <br /> CONCRETE 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br /> ---I6"MIN '.'a •+ :.;./ 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 /> j/� MATCH EXISTING THICKNESS 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 /> EXISTING ASPHALT ASPHALT CONCRETE(3"MIN) <br /> REPLACEMENT PATCH TO BE <br /> CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED <br /> 6"MIN 6"MIN CRUSHED SURFACING <br /> TOP COURSE <br /> SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> FINAL JOINT MUST <br /> 3 BE SAWCUT CEMENT CONCRETE(8"MIN) <br /> EXISTING CEMENT REPLACEMENT PATCH TO BE <br /> CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED <br /> PAVEMENT <br /> iu <br /> 6"MIN 6"MIN CRUSHED SURFACING CITY OF EVERETT <br /> TOP COURSE PUBLIC WORKS DEPARTMENT <br /> o SEE STANDARD DRAWING 614 "'3 AN SASS TOM.,HOOD LHELM <br /> I�".PAULWI I'—'Jrae 04726/2017 <br /> EXISTING CEMENT CONCRETE OVER PREPARED GRADE " <br /> PAVEMENT PATCHING DETAILS 326 <br /> I I <br />