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— M MI MN r 11111 11111 On 111111 111111 N 1 MK 111111 MI 111111 11111 0 11111 <br /> I I <br /> MONOLITHIC THICKENED EDGE NOTES <br /> CURB AND SIDEWALK <br /> 3/8"FULL DEPTH EXPANSION 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND <br /> 3/8"FULL DEPTH EXPANSION I"R <br /> JOINT 30'MAX INTERVAL MATCH4 <br /> JOINT 30'MAX INTERVAL SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC 6,. OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT <br /> JOINT 1/4"DEEP 5' PAVEMENT 2%MAX (MIN 4.5%,MAX 6.5%). <br /> 3/8"HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br /> 1440.110.2.‘ <br /> EXPANSION JOINTAND HALF DEPTH EXPANSION \/\/ GENERALLY BE PLACED TO MATCH THOSE IN <br /> 15'INTERVALS JOINTS TYP /-��/�� P ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> BETWEEN FULL DEPTH `t.. STRIP).MAXIMUM SPACING OF 30 FEET,FINAL <br /> 3/8"HALF DEPTH 1 i� SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> EXPANSION JOINT S�� INSPECTOR IN THE FIELD. <br /> 15'INTERVALS <br /> ,c-N!`°' BETWEEN FULL 8" <br /> 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> \, 1 DEPTH 12 95%OF MAXIMUM DENSITY. <br /> V-GROVE CONTROL \ 2� MONOLITHIC CURB <br /> JOINT 1/4"DEEP 6" ' csr 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS <br /> FROM FACE OF CURB i� �, &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> �� TRANSPARENT CURING COMPOUND COVERED BY <br /> ,A ` PER PLANS <br /> V-GROVE CONTROL JOINT 1/4" ;�® ems`` 5�MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> �a 1.,R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> DEEP 5'INTERVALS BETWEEN 1 r <br /> ` I 2%MAX CURING TIME SHALL BE FORA MINIMUM OF 72 <br /> FULL AND HALF DEPTH MONOLITHIC .1.4--,...1,-,``-6.1-,%N, HOURS. <br /> EXPANSION JOINTS TYP CURB&SIDEWALK %�� ar <br /> TYPE E-1 CURB �j� r- 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> P 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 5'MIN WIDE,EXCEPT 6'ALONG <br /> 3/8"FULL DEPTH EXPANSION TO 95%MAX DENSITY ARTERIALS,IN COMMERCIAL AREAS,OR AS <br /> APPROVED BY THE CITY ENGINEER. <br /> JOINT 30'MAX INTERVAL MATCH <br /> TYPE E-1 CURB <br /> CURB FULL DEPTH JOINTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> TYPE E 1 CURB, PLANTER STRIP & FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE <br /> V-GROVE CONTROL JOINT 1/4"DEEPFULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br /> INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL COVER FACE <br /> HALF DEPTH EXPANSION JOINTS TYP JOINT 30'MAX INTERVAL OF CURB SO LESS THAN 6"MAYBE REVEALED. <br /> V-GROVE CONTROL 'MIN <br /> 3/8"HALF DEPTHJOINT 1/4"DEEP5' COLD JOINT jSEENUlE!)45, <br /> EXPANSION JOINT INTERVALS BETWEEN FULL r* I CEMENT CONCRETE <br /> �' 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2%MAX SIDEWALK <br /> 30'FULL DEPTH JOINT JOINTS TYP HMA OR CONC <br /> PAVEMENT 111111111111111111111111111. <br /> 3/8"HALF DEPTH ,° .,• /\ \ azarr <br /> 1/00, <br /> EXPANSION JOINT alla4\--!, „ <br /> 111,111°' <br /> 1 ,,..--\\\--;, 2 CRUSHED SURFACING BASE <br /> � gv� 4 15'INTERVALS BETWEEN TYPE A-1j <br /> COLD JOINT gym 30'FULL DEPTH JOINTS CURB&CUTTER ��� COURSE,COMPACTED TO 95%N 1‘ I` SEE STANDARD MAX DENSITY <br /> DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION <br /> Ae4. CITY OF EVERETT <br /> """"' ETT PUBLIC WORKS DEPARTMENT <br /> 1 <br /> TYPE A-1 "' SASS ITOM MD 1vnuiP+n I°""v�vxe 6M2017B CURB&CUTTER <br /> CEMENT CONCRETE CURB & <br /> ii TYPE A CURB&SW SIDEWALK DETAILS 312 <br /> I 1 <br />