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I <br /> I 3/8" FULL DEPTH EXPANSION V-GROVE CONTROL <br /> A.„iiiJOINT 30' MIN INTERVAL MATCH JOINT 1/4” DEEP 5' <br /> CURB FULL DEPTH JOINTS INTERVALS BETWEEN FULL <br /> igat4 <br /> AND HALF DEPTH EXPANSION <br /> 11 JOINTS (TYP) <br /> 3/8 HALF DEPTH <br /> EXPANSION JOINT <br /> I TYPE A-1 15' INTERVALS <br /> CURB & ` ryA <br /> CUTTER ''IN, <br /> ` �}�, \ �4'Tj� .. TYPE A-1 <br /> `��' S c CURB & <br /> 1 COLD JOINT CUTTER <br /> /S% 141PrN6N1-c?4(41114111111110000Y3/8 HALF DEPTH `\a EXPANSION JOINT � �R.'"15' INTERVALS ' 04.\- '���IBETWEEN FULL DEPTH ``✓;'N I <br /> d- <br /> o V-GROVE CONTROL 1/2" FULL DEPTH EXPANSION <br /> I ? JOINT 1/4" DEEP 5' JOINT 30' MIN INTERVAL <br /> o, AND NHALF DEPTTEVALS H EXPANSEEN IION PLAN VIEWS <br /> JOINTS (TYP) 5' MIN <br /> (SEE NOTE 7 BELOW) CEMENT CONCRETE <br /> COLD JOINT SIDEWALK <br /> Y HMA OR CONC. 0.02:1 <br /> `; PAVEMENT <br /> o <br /> cn <br /> II o ♦ + <br /> Af <br /> TYPE A-1 "QplG✓A <br /> CURB & 2" CRUSHED SURFACING BASE <br /> III l' <br /> CUTTER SEE COURSE, COMPACTED TO 95% MAX DENSITY <br /> o STD 305A <br /> a <br /> TYPICAL SECTION <br /> I UNOTES <br /> E, 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE COMMERCIAL MIX CONCRETE AS CALLED OUT <br /> IN WSDOT STD SPECS., WITH AIR ENTRAINMENT (MIN 4.5 %, MAX 6.5 %). <br /> F2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE IN ADJACENT <br /> CURB & GUTTER (WITHOUT PLANTER STRIP). MAXIMUM SPACING OF 30 FEET, FINAL SPACING DETERMINATION <br /> o SHALL BE DECIDED BY THE INSPECTOR IN THE FIELD. <br /> r 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. <br /> N <br /> N. <br /> M 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS AND BEHIND ROLL-CURB (STD 305B). <br /> F5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY <br /> o WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING <br /> 0_ TIME SHALL BE FOR A MINIMUM OF 72 HOURS. <br /> Iu <br /> W 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br /> ,, <br /> 7. SIDEWALKS ARE 5' MIN. WIDE, EXCEPT 6' ALONG ARTERIALS, IN COMMERCIAL AREAS, OR AS APPROVED BY <br /> Z9I THE CITY ENGINEER. <br /> ,, CITY OF EVERETT CEMENT CONCRETE CURB 7-D2t2013 <br /> PUBLIC WORKS & SIDEWALK DETAILS <br /> I VEPEr DEPARTMENT SHEET 1 OF 2 306 <br /> COE Std Dwa: <br />