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MONOLITHIC THICKENED EDGE NOTES <br /> 3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br /> 3/8" FULL DEPTH EXPANSION JOINT 30 MAX INTERVAL 111 R 611 SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br /> JOINT 30' MAX INTERVAL MATCH OUT IN WSDOT STD SPECS, WITH AIR ENTRAINMENT <br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC 2% MAX (MIN 4.5 %, MAX 6.5 <br /> JOINT 1/4" DEEP 5' PAVEMENT <br /> 3/8" HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> EXPANSION JOINT AND HALF DEPTH EXPANSION - GENERALLY BE PLACED TO MATCH THOSE IN <br /> 15' INTERVALS JOINTS TYP `rl° ADJACENT CURB & GUTTER (WITHOUT PLANTER <br /> BETWEEN FULL DEPTH 3/8" HALF DEPTH / STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br /> EXPANSION JOINT 1 SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> 15' INTERVALS g" 12" INSPECTOR IN THE FIELD. <br /> �o BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> DEPTH 95% OF MAXIMUM DENSITY. <br /> V-GROVE CONTROL % MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br /> JOINT 1/4" DEEP 6" ems' c``� AND BEHIND ROLL-CURB (STANDARD DRAWING 308). <br /> FROM FACE OF CURB q & SIDEWALK SECTION <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> �o TRANSPARENT CURING COMPOUND COVERED BY <br /> W PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> V-GROVE CONTROL JOINT 1/4" JQQ`\� 1" R 6' MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> DEEP 5' INTERVALS BETWEEN %% 2% MAX CURING TIME SHALL BE FOR A MINIMUM OF 72 <br /> FULL AND HALF DEPTH MONOLITHIC HOURS. <br /> EXPANSION JOINTS TYP CURB &SIDEWALK --- <br /> TYPE E-1 CURB 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br /> TYPE E-1 CURB & SW FINISH IS COMPLETED. <br /> HMA OR CONIC 2 CRUSHED SURFACING <br /> PAVEMENT BASE COURSE, COMPACTED 7. SIDEWALKS ARE 6' MIN WIDE OR AS APPROVED BY <br /> TO 95% MAX DENSITY THE CITY ENGINEER. <br /> 3/8" FULL DEPTH EXPANSION JOINT 30' MAX INTERVAL MATCH TYPE E-1 CURB 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> CURB FULL DEPTH JOINTS FOR REPLACEMENT PROJECTS. THIS MEANS THAT THE <br /> TYPE E-1 CURB PLANTER STRIP & FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br /> V-GROVE CONTROL JOINT 1/4" DEEP SECTION BUT THE ASPHALT STREET WILL COVER FACE <br /> 5' INTERVALS BETWEEN FULL AND 1/2" FULL DEPTH EXPANSION SIDEWALK SECTION OF CURB SO LESS THAN 6" MAYBE REVEALED. <br /> HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL <br /> V-GROVE CONTROL 6' MIN <br /> 3/8" HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT (SEE NOTE 7) <br /> 3 EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br /> 15' INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2% MAX SIDEWALK <br /> 30' FULL DEPTH JOINT JOINTS TYP HMA OR CONIC <br /> Y PAVEMENT <br /> W <br /> 3/8" HALF DEPTH -- <br /> Z W W EXPANSION JOINT ��� - <br /> Z 15' INTERVALS BETWEEN TYPE A-1 ��\ ' 2 CRUSHED SURFACING BASE <br /> g COLD JOINT s 2i2cr 30' FULL DEPTH JOINTS CURB & CUTTER ����� / COURSE, COMPACTED TO 95% <br /> SEE STANDARD MAX DENSITY <br /> DRAWING 307 <br /> MONOLITHIC CURB & SIDEWALK SECTION <br /> z S q CITY OF EVERETT <br /> P <br /> o J / <br /> z `'' PUBLIC WORKS DEPARTMENT <br /> TYPEA-1 City Engineer Section Manager CAD Manager Drawn E, Current Rev Date <br /> o RYAN SASS TO HOOD PAUL WILHELM WRB 1/3/2019 <br /> CURB & CUTTER TITLE <br /> STANDARD DRAWING No. <br /> CEMENT CONCRETE CURB & <br /> TYPE A CURB & SW 312 <br /> SIDEWALK DETAILS <br />