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1111111 M E M M M M IIIIIII E IIIIII M N MN M M E all = MI <br /> MONOLITHIC THICKENED EDGE NOTES <br /> CURB AND SIDEWALK <br /> O <br /> 3/8"FULL DEPTH EXPANSION 3/8"FULL DEPTH EXPANSION 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND <br /> C mJOINT 30'MAX INTERVAL 1 R SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br /> R. JOINT 30'MAX INTERVAL MATCH 6" OUT IN WSDOT STD SPECS,WITH AIR ENTRAINMENT <br /> w CURB FULL DEPTH JOINTS CONTROL HMA OR CONCcn 3/8"HALF DEPTH JOINT 1/4"DEEP5' PAVEMENT \ 2%MAX (MIN 4.5%,MAX 6.5%). <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 /> 0 15'INTERVALS 'CD ♦ BETWEEN FULLDEPTHJOINTS 3/8"HALF DEPTH �. • '•'. /\/ / ADJACENT CURB&GUTTER(WITHOUT PLANTER <br /> STRIP).MAXIMUM SPACING OF 30 FEET,FINAL <br /> CD lEXPANSION JOINT / SPACING DETERMINATION SHALL BE DECIDED BY THE <br /> N11V-GROOVE <br /> Er 15'INTERVALS INSPECTOR IN THE FIELD. <br /> ND BETWEEN FULL 8 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br /> C \, ..*g1- 1141:11:4114110- <br /> �' DEPTH 12" 95%OF MAXIMUM DENSITY. <br /> V-GROVE CONTROL � MONOLITHIC CURB <br /> JOINT 1/4"DEEP 6" �O 2�+,�, 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS <br /> FROM FACE OF CURB ` ��' 4 &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br /> PER PLANS TRANSPARENT CURING COMPOUND COVERED BY <br /> D V-GROVE CONTROL JOINT 1/4" �� yARI �� 5'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br /> DEEP 5'INTERVALS BETWEEN 6 t 1"R �{ EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> 12 FULL AND HALF DEPTH „� 2%MAX 1 CURING TIME SHALL BE FOR A MINIMUM OF 72 <br /> m EXPANSION JOINTS TYP MONOLITHIC V‘%‘'- j . " HOURS. <br /> z CURB&SIDEWALK // •‘.":"%,-------• yx�a%,e.. <br /> p TYPE E-1 CURB \��\ //� 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br /> p EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM <br /> X TYPE E 1 CURB &SW \\\� FINISH IS COMPLETED. <br /> fA to HMA OR CONC 2"CRUSHED SURFACING <br /> ' PAVEMENT BASE COURSE,COMPACTED 7. SIDEWALKS ARE 5'MIN WIDE,EXCEPT 6'ALONG <br /> NTO 95%MAX DENSITY ARTERIALS,IN COMMERCIAL AREAS,OR AS <br /> 0 3/8"FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. <br /> -. JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB <br /> ► R1 <br /> Cl) CURB FULL DEPTH JOINTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br /> —1 <br /> TYPE E-1 CURB, PLANTER STRIP & FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE <br /> 0 V-GROVE CONTROL JOINT 1/4"DEEPFULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br /> ID 5'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 /> CD V-GROVE CONTROL 5'MIN <br /> 3/8"HALF DEPTH JOINT 1/4"DEEP 5' <br /> r'' <br /> I , EXPANSION JOINT INTERVALS BETWEEN FULL COLD JOINT (SEE NOTE/) CEMENT CONCRETE <br /> ' 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION <br /> g `�� 30 'FULL DEPTH JOINT JOINTS TYP HMA OR CONC 2%MAX SIDEWALK <br /> PAVEMENT <br /> 3 \ ,110111 i '.i 3/8"HALF DEPTH ' ' �'' <br /> t gr , 15PINTERVALS ION INT BETWEEN �� �\\ 2"CRUSHED SURFACING BASE <br /> 8 6 COLD JOINT ) 2'y I 30'FULL DEPTH JOINTS TYPE A-1 ��/-- /, COURSE,COMPACTED TO 95% <br /> > CURB&CUTTER <br /> O %.' i. SEE STANDARD MAX DENSITY <br /> DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION <br /> 8 <br /> CI 8" �' • <br /> CITY OF EVERETT <br /> ig <br /> VETT PUBLIC WORKS DEPARTMENT <br /> -1CD TYPE A-1 NI,-°—,\''''''.. MegyAN SASS ITOIA N000 I pAUl W14HElM I"MWRB �y <br /> 8 CURB&CUTTER "", 0426/2017 <br /> 144 75 <br /> CEMENT CONCRETE CURB& <br /> uo. 312 <br /> TYPE A CURB &SW SIDEWALK DETAILS <br /> I I <br />