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3/8"x1 1/2" <br />DUMMY JOINT <br />15' INTERVALS <br />COLD JOINT <br />1/2" x FULL DEPTH <br />EXPANSION JOINT EVERY <br />30'. <br />COLD JOINT <br />"A-1" CURB k GUTTER <br />SEE STD305A <br />3/8" x FULL DEPTH <br />EXPANSION JOINT EVERY <br />30'. MATCH CURB. <br />V—GROOVE <br />1/4" DEEP <br />(TYP) <br />`— CURB k GUTTER <br />PLAN VIEWS <br />5' TYPICAL I <br />(SEE NOTE 7 BELOW) <br />2" CRUSHED SURFACING <br />TOP COURSE, COMPACTED <br />TO 95% DENS!TY <br />TYPICAL SECTION <br />NOTES <br />V—GROOVE <br />1/4" DEEP <br />(TYP) <br />3/8"x 1-1 /2" <br />DUMMY JOINT <br />15' INTERVALS <br />CEMENT CONCRETE <br />SIDEWALK <br />1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE CLASS 3000 CEMENT CONCRETE, <br />WITH AIR ENTRAINMENT (MIN 4.5 %. MAX 6.5 %). <br />2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT <br />CURB k GUTTER, WITH MAXIMUM SPACING OF 30 FEET, FINAL SPACING OEfERMINATION SHALL <br />BE DECIDED BY THE INSPECTOR IN THE FIELD. <br />3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. <br />4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS AND BEHIND ROLL —CURB. <br />5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY <br />WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. <br />6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br />7. SIDEWALKS ARE TYPICALLY 5' WIDE, EXCEPT 6' IN COMMERCIAL AREAS, OR AS APPROVED BY 3/� <br />THE CITY ENGINEER. <br />5-6-1996 CITY OF EVERETT <br />dale CEMENT CONCRETE » PUBLIC WORKS <br />306� SIDEWALK DETAILS ETT ENGINEERING & PUBLIC <br />numher <br />SERVICES DEPARTMENT <br />'61 � _— _— <br />