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— E N — all E — E MI E — — N l N r NO — M <br /> 1 <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 6" <br /> SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br /> JOINT 30'MAX INTERVAL MATCH41 <br /> OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT <br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC <br /> JOINT 1/4"DEEP 5' PAVEMENT 2%MAX (MIN 4.5%,MAX 6.5%). <br /> 3/8"HALF DEPTH A <br /> 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 allil <br /> ����� ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> BETWEEN FULL DEPTH 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL <br /> 4„. <br /> `� F EXPANSION JOINT �\ SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> `� �o�F� 15'INTERVALS 8" 12" INSPECTOR IN THE FIELD. <br /> BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> illto. <br /> , 1 DEPTH 95%OF MAXIMUM DENSITY. <br /> V-GROVE CONTROL <br /> JOINT 1/4 DEEP 6" .44 MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6'THICK IN DRIVEWAYS <br /> FROM FACE OF CURB � � &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). <br /> , \' <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> PER PLANSTRANSPARENT CURING COMPOUND COVERED BY <br /> WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> V-GROVE CONTROL JOINT 1/4" t �� 1 R 6'MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> DEEP 5 INTERVALS BETWEEN FULL AND HALF DEPTH2%MAXCURING TIME SHALL BE FOR A MINIMUM OF 72 <br /> EXPANSION JOINTSTYPMONOLITHIC �� HOURS. <br /> CURB&SIDEWALK \\% ;::•::.rs..:..:•-".::, a..:; <br /> TYPE E-1 CURB \/�\ 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> A EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> TYPE E-1 CURB&SIDEWALK \\\� 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 /> 3/8"FULL DEPTH EXPANSION <br /> TO 95%MAX DENSITY THE CITY ENGINEER. <br /> 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 /> E A <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) i <br /> EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br /> m ,' 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2%MAX SIDEWALK <br /> 30'FULL DEPTH JOINT JOINTS TYP HMA OR CONC <br /> oPAVEMENT <br /> i3/8"HALF DEPTH <br /> 4111011' App. <br /> EXPANSION JOINT //, <br /> f ,1 gv� I 15'INTERVALS BETWEEN TYPE A-1 /A 2' CRUSHED SURFACING BASE <br /> `o COLD JOINT ♦ �'�� 30'FULL DEPTH JOINTS CURB&GUTTER ��� / COURSE,COMPACTED TO 95% <br /> 10 CIS SEE STANDARD MAX DENSITY <br /> if,. 307 <br /> ♦ MONOLITHIC URB &SIDEWALK SECTION <br /> E <br /> *• E VE R E T T PUBLIC WORKS <br /> ��, ® 1 ix <br /> DEPARTMENT <br /> ` WASHINGTON <br /> P. <br /> TYPE A-1 NO'- ‘*‘ m .. . j f <br /> RYA N SASS I TOM HOOD I RAUL WIIHELM I u.a W11B 1/2/202D <br /> x CURB&GUTTER TM <br /> CEMENT CONCRETE CURB& <br /> TYPE A CURB &SIDEWALK SIDEWALK DETAILS 312 <br /> 1 1 <br />