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3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />i, 3/8" HALF DEPTH <br />EXPANSIONIOINT <br />15'INTERVALS <br />I BETWEEN FULL DEPTH <br />V-GROOVE CONTROL <br />JOINT 1/4" DEEP 6" <br />FROM FACE OF CURB <br />V-GROOVECONTROL101NT <br />1/4" DEEP 5' INTERVALS <br />BETWEEN FULL AND HALF <br />DEPTH EXPANSION JOINTS TYP <br />MONOLITHIC CURB & SIDEWALK <br />COLDJOINT <br />TYPEA-1 <br />CURB & I <br />MONOLITHIC <br />THICKENED EDGE <br />3/8" FULL DEPTH EXPANSION <br />CURB AND SIDEWALK <br />JOINT 30'MAX INTERVAL <br />HMA OR <br />V-GROOVE CONTROL <br />CONC 1"R <br />JOINT 1/4" DEEP 5' <br />PAVEMENT <br />t�%' <br />INTERVALS BETWEEN FULL <br />;o <br />HALF DEPTH EXPANSION <br />JOINTSTYP <br />4" CRUSHED <br />1�------ <br />3/8" HALF DEPTH <br />SURFACING <br />;;; <br />.'�f <br />4AND <br />EXPANSION JOINT <br />15'INTERVALS <br />BASE COURSE, <br />COMPACTED B" <br />12" <br />BETWEEN FULL <br />DEPTHT095%MAX <br />DENSITY <br />MONOLITHIC CURB <br />& SIDEWALK SECTION <br />TYPE E-1 CURB <br />TYPE E-1 CURB & SIDEWALK <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />VGROOVE CONTROL JOINT 1/4" <br />DEEPS' INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTSTYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />W INTERVALS BETWEEN <br />30'FULL DEPTH JOINT <br />NOTES <br />1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br />STANDARD SPECS, WITH AIR ENTRAINMENT (MIN 4.5 <br />%, MAX 6.5 %). <br />> 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />GENERALLY BE PLACED TO MATCH THOSE IN <br />ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />SPACING DETERMINATION SHALL BE DECIDED BY THE <br />INSPECTOR IN THE FIELD. <br />3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />95%OF MAXIMUM DENSITY. <br />PER P ANS <br />TYPE E-1 CURB, PLANTER STRIP & <br />3/8" FULL DEPTH EXPANSION SIDEWALK SECTION <br />JOINT 30' MAX INTERVAL <br />CONTROL <br />DEEPS' COLD JOINT <br />BETWEEN FULL <br />EPTH EXPANSION HMA OR CONIC <br />PAVEMENT <br />TYPE A-1 <br />CURB & ( <br />TYPE A-1 CURB & SIDEWALK <br />VGRODVE <br />JOINT 1/4'. <br />INTERVALS <br />AND HALF D <br />JOINTS TYP <br />6'MIN <br />1" R 2q5 MAX <br />A <br />HMA OR CONC 4" CRUSHED SURFACING <br />PAVEMENT BASE COURSE, <br />COMPARED <br />TYPE E-1 CURB T095%MAX DENSITY <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />IS' INTERVALS BETWEEN <br />30' FULL DEPTH JOINTS <br />TYPE A-1 <br />CURB & GUTTER <br />SEE STANDARD <br />DRAWING 307 - <br />4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />AND BEHIND ROLL -CURB (STANDARD DRAWING 308). <br />S. TH E FI N ISHED SI DEWALK SHALL BE SPRAYED WITH <br />TRANSPARENT CURING COMPOUND COVERED BY <br />WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />HOURS. <br />6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br />FINISH IS COMPLETED. <br />7. SIDEWALKS ARE VMIN WIDE OR AS APPROVED BY THE <br />CITY ENGINEER. <br />B. FOR REPLACEMENT PROJECTS, CURB REVEAL SHALL <br />MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN <br />THE STANDARD 6". NEW CURB SHALL MATCH <br />DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br />307-309. <br />CEMENTCONCRETE <br />SIDEWALK <br />4" CRUSHED SURFACING BASE <br />COURSE, COMPACTED TO 95% <br />MAX DENSITY <br />TYPE A-1 CURB & SIDEWALK SECTION <br />MATCH EXISTING CURB <br />REVEAL, SEE NOTE 8 <br />REPLACED PAVEMENT <br />NEW <br />CURB <br />EXISTING <br />PAVEMENT <br />REPLACEMENT CURB DETAIL <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />CEMENT CONCRETE CURB & <br />SIDEWALK DETAILS 312 <br />