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I <br /> I 3/8" x FULL DEPTH <br /> EXPANSION JOINT EVERY <br /> 30'. MATCH CURB. V—GROOVE <br /> I * <br /> 1/4" DEEP <br /> 1/4" DEE (TYP) <br /> ( ) <br /> 3/8"x1-1/2" <br /> I <br /> DUMMY JOINTS* VGROOVE <br /> ° rjti 15' INTERVALS <br /> I DUMMY JOINT C SrR� <br /> 15' INTERVALS ` . <br /> 1 , ,..e...., . . <br /> . . <br /> %, <br /> COLD JOINT .` �_ w <br /> III1/2" x FULLNTERVAlitt <br /> N EXPANSION JOINT EVERY <br /> 30'. CURB & GUTTER <br /> I <br /> o PLAN VIEWS <br /> 5' TYPICAL <br /> Ian COLD JOINT (SEE NOTE 7 BELOW) <br /> 0.02:1 CEMENT CONCRETE <br /> "A-1" CURB & GUI I ER SIDEWALK <br /> v SEE STD305A • <br /> !/1,,7:��,‹ 2" CRUSHED SURFACING <br /> tl TOP COURSE, COMPACTED <br /> o TO 95% DENSITY <br /> 3 <br /> TYPICAL SECTION <br /> J <br /> w NOTES <br /> I � <br /> 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE CLASS 3000 CEMENT CONCRETE, <br /> W WITH AIR ENTRAINMENT (MIN 4.5 %, MAX 6.5 %). <br /> LU <br /> 1 e 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT <br /> CURB & GUTTER, WITH MAXIMUM SPACING OF 30 FEET, FINAL SPACING DETERMINATION SHALL <br /> BE DECIDED BY THE INSPECTOR IN THE FIELD. <br /> O <br /> I 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. <br /> 0 <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 /> a 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 /> 0 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br /> `.s 7. SIDEWALKS ARE TYPICALLY 5' WIDE, EXCEPT 6' IN COMMERCIAL AREAS, OR AS APPROVED BY <br /> THE CITY ENGINEER. <br /> O <br /> w <br /> o- <br /> I Y %� CITY OF EVERETT 5-6-1996 <br /> PUBLIC WORKS CEMENT CONCRETE Dote: <br /> -Err ENGINEERING & PUBLIC SIDEWALK DETAILS 306 <br /> I / SERVICES DEPARTMENT COE Std Dwq: <br />