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110 <br /> 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 1" R\\61" <br /> SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br /> JOINT 30' MAX INTERVAL MATCH4 <br /> t- OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT <br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC 2% I (MIN 4.5 %, MAX 6.5 %). <br /> JOINT 1/4" DEEP 5' PAVEMENT MAX <br /> 3/8" HALF DEPTH INTERVALS BETWEEN FULL - 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> EXPANSION JOINT AND HALF DEPTH EXPANSIONto <br /> � � \�` t GENERALLY BE PLACED TO MATCH THOSE IN <br /> 15' INTERVALS JOINTS TYPLo <br /> /.\ \� ADJACENT CURB &GUTTER (WITHOUT PLANTER <br /> BETWEEN FULL DEPTH 3/8" HALF DEPTH STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br /> EXPANSION JOINT J. \' SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> � ��. INSPECTOR IN THE FIELD. <br /> 0 `' ��"� i 15' INTERVALS 8" 12" <br /> \ �o ' BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> DEPTH 95%OF MAXIMUM DENSITY. <br /> V-GROVE CONTROL MONOLITHIC MONOLITHIC CURB THICK IN DRIVEWAYS <br /> c 4. SIDEWALK SHALL BE AT LEAST 6" <br /> JOINT 1/4" DEEP 6" r���A AND BEHIND ROLL-CURB (STANDARD DRAWING 308). <br /> FROM FACE OF CURB <1-till & SIDEWALK SECTION <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> TRANSPARENT CURING COMPOUND COVERED BY <br /> PER PLANS 1WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> V GROVE CONTROLJOINT 1/4" t%te �P��`�' I _ 6' MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> DEEP 5' INTERVALS BETWEEN ����= 1 R G CURING TIME SHALL BE FOR A MINIMUM OF 72 <br /> ��A���� 2/o MAX <br /> FULL AND HALF DEPTH MONOLITHIC o ��.. HOURS. <br /> EXPANSION JOINTS TYP ' ° %�% <br /> CURB &SIDEWALK / r ``°' 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> TYPE E-1 CURB /�\j\\\. ' i. i� EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br /> TYPE E-1 CURB & SW \\- FINISH IS COMPLETED. <br /> HMA OR CONC 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 TYPE E-1 CURB 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> JOINT 30' MAX INTERVAL MATCH <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 JOINTI14 <br /> JOINT 30' MAX INTERVAL <br /> V-GROVE CONTROL6' MIN <br /> 3/8" HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT (SEE NOTE 7) <br /> 0XPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br /> 5' INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2% MAX SIDEWALK <br /> 0' FULL DEPTH JOINT JOINTSTYP HMAORCONCIlloPAVEMENT <br /> 3io. 3/8" HALF DEPTH ..:: - -:;-= , >;- <~ -, <br /> Z . ' W , EXPANSION JOINT /\�� / Y2" CRUSHED SURFACING BASE <br /> wti 2 15' INTERVALS BETWEEN TYPE A 1 j <br /> o COLD JOINT �c 30' FULL DEPTH JOINTS CURB &CUTTER ��/- -\ COURSE, COMPACTED TO 95% <br /> �'T MAX DENSITY <br /> o �.o %o SEE STANDARD <br /> 2 DRAWING 307 MONOLITHIC CURB & SIDEWALK SECTION <br /> na <br /> oz <br /> �J <br /> CITY OF EVERETT <br /> z <br /> � PUBLIC WORKS DEPARTMENT <br /> '''N4N <br /> -o TYPE A-1 dtit*ist,, <br /> Gty Engineer Section Manager CAD Manager Drawn By Curren[Rev Dale <br /> ° CURB &CUTTER RYANSASS TOM HOOD PAULWILHELM WRB 1/3/2019 <br /> U TIRE <br /> STANDARD DRAWING No. <br /> CEMENT CONCRETE CURB & <br /> TYPE A CURB & SW SIDEWALK DETAILS 312 <br /> s~ I <br /> 1 1 <br />