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I I <br /> MONOLITHIC <br /> 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 HMA OR 6" SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br /> JOINT 30'MAX INTERVAL MATCH <br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL CONC 1"R STANDARD SPECS,WITH AIR ENTRAINMENT(MIN 4.5 <br /> 3/8"HALF DEPTH JOINT 1/4"DEEP 5' PAVEMENT Z/MAX %,MAX 6.5%). <br /> INTERVALS BETWEEN FULL p 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 1 � ��j�j" ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> BETWEEN FULL DEPTH 4"CRUSHED <br /> 3/8"HALF DEPTH ==' �t STRIP).MAXIMUM SPACING OF 30 FEET,FINAL <br /> o�``^ EXPANSION JOINT SURFACING ,y�\��/,/• SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> �,�� i <br /> � BASE COURSE, •/' INSPECTOR IN THE FIELD. <br /> 45416 15'INTERVALS COMPACTED <br /> BETWEEN FULL 8 12" <br /> DEPTH TO 95%MAX / t 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> V-GROOVE CONTROL \ DENSITY 95%OF MAXIMUM DENSITY. <br /> JOINTI/4"DEEP6" IMONOLITHIC CURB 4. SIDEWALKSHALL <br /> HALL BE AT LEAST 6"THICK IN DRIVEWAYS <br /> FROM FACE OF CURB �� & SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). <br /> �� 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> V-GROOVE CONTROL JOINT TRANSPARENT CURING COMPOUND COVERED BY <br /> 1/4"DEEP 5'INTERVALS frillS041&• <br /> vPQ�• PER PLANS) <br /> 6'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> BETWEEN FULL AND HALF 1"R r EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> DEPTH EXPANSION JOINTS TYP I 2%MAX 1 CURINGO <br /> TIME SHALL BE FORA MINIMUM OF 72 <br /> L'_"'`-B a HOURS. <br /> MONOLITHIC CURB&SIDEWALK <br /> �'- ��"LPi�� <br /> TYPE E-1 CURB > \ •••••••• 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> TYPE E 1 CURB &SIDEWALK . _i �,\ EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> HMA OR CONC l\� : FINISH IS COMPLETED. <br /> 4"CRUSHED SURFACING <br /> PAVEMENT BASE COURSE, 7. SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY THE <br /> 3/8"FULL DEPTH EXPANSION <br /> COMPACTED CITY ENGINEER. <br /> JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB TO 95%MAX DENSITY 8. FOR REPLACEMENT PROJECTS,CURB REVEAL SHALL <br /> CURB FULL DEPTH JOINTS MATCH EXISTING REVEAL,WHICH MAY BE LESS THAN <br /> V-GROOVE CONTROLJOINT 1/4" TYPE E-1 CURB, PLANTER STRIP& THE STANDARD 6".NEW CURB SHALL MATCH <br /> DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br /> DEEP 5'INTERVALS BETWEEN FULL 3/8"FULL DEPTH EXPANSION SIDEWALK SECTION 307-309. <br /> AND HALF DEPTH EXPANSION <br /> JOINTS TYP <br /> JOINT 30'MAX INTERVAL <br /> V-GROOVE CONTROL 6'MIN <br /> 3/8"HALF DEPTH JOINT 1/4"DEEP 5' COLD JOINT (SEE NOTE 7) CEMENT CONCRETE <br /> o A EXPANSION JOINT INTERVALS BETWEEN FULL 2%MAX SIDEWALK <br /> 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION HMA OR CONC <br /> R 30'FULL DEPTH JOINT JOINTS TYP PAVEMENT <br /> i 3/8„HALF DEPTH .::`..........--`' . <br /> :i <br /> EXPANSION JOINTZo <br /> ����,v N <br /> ► , 15'INTERVALS BETWEEN TYPE A-1 " 4"CRUSHED SURFACING BASE <br /> 30'FULL DEPTH JOINTS CURB&GUTTER COURSE,COMPACTED TO 95% <br /> `g COLD JOINT ` ♦ 1 SEE STANDARD MAX DENSITY <br /> DRAWING 307 <br /> TYPE A-1 CURB &SIDEWALK SECTION <br /> n i`�� MATCH EXISTING CURB <br /> ti TYPE A-1 a ! REVEAL,SEE NOTE 8 <br /> CURB&GUTTER <br /> B J <br /> 1 JP � <br /> �/ I. REPLACED PAVEMENT E V E R E T T PUBLIC WORKS <br /> `-' ` i=Ti•0ii'- NEW WASHINGTON DEPARTMENT <br /> TYPE A-1 ` J.�i_ <br /> VCURB&GUTTER ®- CURB TOM HOOD ITOM HOOD IGPAUL WILHELM I4"WRB <br /> EXISTING <br /> 1�10�2022 <br /> PAVEMENT CEMENT CONCRETE CURB & " � � <br /> -1s TYPE A 1 CURB &SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 <br /> I- <br /> NM — r MI I E M — M i all M — M MN M M — M <br />