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• <br /> FINAL JOINT MUST SAW-CUT OR UNE DRILL <br /> 7- <br /> BE SAW-CUT UNDERLYING CONCRETE 2" MIN ASPHALT CONCRETE <br /> EXISTING ASPHALT CONCRETE <br /> 6" • <br /> Y T : <br /> ' < 6" MIN CEMENT CONCRETE <br /> ,N //� 6" MIN CRUSHED SURFACING <br /> EXISTING CEMENT // TOP COURSE <br /> CONCRETE <br /> CONCRETE MIX SHALL BE -0— SEE STD PLAN 610 <br /> CLASS 4000, TYPE 3 (H.E.S.) <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> ASPHALT CONCRETE (3" MIN) <br /> FINAL JOINT MUST REPLACEMENT PATCH TO BE 1" <br /> BE SAW-CUT THICKER THAN PREVIOUSLY EXISTED <br /> 6"EXISTING ASPHALT i/r- 1 6" MIN CRUSHED SURFACING <br /> CONCRETE --MIN TOP COURSE • <br /> �— SEE STD PLAN 610 <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE • <br /> • ASPHALT CONCRETE (8" MIN) <br /> it�' FINAL JOINT MUST REPLACEMENT PATCH TO 8E 1" <br /> > BE SAW-CUT THICKER THAN PREVIOUSLY EXISTED <br /> C' <br /> O• V ., V > G <br /> U <br /> . <br /> n > a <br /> ......... > G 4 4 4. 4.� 6" <br /> ' EXISTING CEMENT . %/ // <br /> -' CONCRETE PAVEMENT A <br /> ��N %j/1OPMCOURS SHED SURFACING <br /> = E <br /> c <br /> } CONCRETE MIX SHALL BE -.-,-- SEE STD PLAN 610 <br /> c, CLASS 4000, TYPE 3 (H.E.S.) <br /> EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br /> c; NOTES <br /> c 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY <br /> M ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE <br /> c, BY THE CITY ENGINEER, <br /> cn <br /> 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br /> vl <br /> c. COMPLETION OF WORK WITHIN THE ROADWAY AREA <br /> PAVEMENT PATCHING DETAILS 4-11-97 316 <br /> w, =a date revised number <br /> * Ilr CITY OF EVERETT — PUBLIC WORKS DEPARTMENT <br />