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NOTES <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-GROOVE CONTROL �I <br />JOINT 1/4" DEEP 6' J <br />FROM FACE OF CURB <br />V-GROOVE CONTROL JOINT <br />1/4" DEEP 5' INTERVALS <br />BETWEEN FULL AND HALF <br />DEPTH EXPANSION JOINTS TYP <br />MONOLITHIC CURB & SIDEWALK <br />COLD JOINT <br />TYPE A-1 <br />CURB & 1 <br />3/8" HALF DEPTH <br />15' I EXPANSIONJOINT1NT <br />BETWEEN FULL DEPTH <br />MONOLITHIC <br />THICKENED EDGE <br />' <br />'` <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30'MAX INTERVAL HMA OR <br />V-GROOVE CONTROL CONC <br />A <br />OINT 1/4" DEEP 5' PAVEMENTS <br />NTERVALS BETWEEN FULL <br />ND HALF DEPTH EXPANSION <br />OINTSTYP 4"CRUSHED3/8"HALF DEPTH SURFACING <br />EXPANSION JOINT BASE COURSE15'INTERVALS COMPACTED <br />BETWEEN FULL TO^95%MAX <br />DEPTH <br />TYPE E-1 CU RBJ <br />TYPE E-1 CURB & SIDEWALK HMA OR CONC <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-GROOVE CONTROL JOINT 1/4" <br />DEEP 5' INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15'INTERVALS BETWEEN <br />30' FULL DEPTH JOINT <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL <br />TYPE A-1 <br />TYPE A-1 CURB & SIDEWALK <br />TYPE E-1 <br />VGROOVE CONTROL <br />JOINT 1/4" DEEP 5' <br />INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />1 <br />-K <br />1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK, AND <br />6" <br />SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br />STANDARD SPECS, WITH AIR ENTRAINMENT (MIN 4.5 <br />2�%MAX <br />%, MAX 6.5 %). <br />c <br />2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />- <br />1i:"""""'''"' <br />G ENERALLY BE P LACE D TO MATCH THOSE IN <br />1'",t <br />ADJACENT CURB& GUTTER(WITHOUT PLANTER <br />STRIP). MAXIMUM SPACING OF30 FEET, FINAL <br />SPACING DETERMINATION SHALL BE DECIDED BY THE <br />/ <br />... .. ��� <br />/ <br />8 " <br />: v <br />12" <br />INSPECTOR IN THE FIELD. <br />/ <br />3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />95%OF MAXIMUM DENSITY. <br />MONOLITHIC CURB <br />4, <br />SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />& SIDEWALK SECTION <br />AND BEHIND ROLL -CURB (STANDARD DRAWING 308). <br />5. <br />THE FINISHED SIDEWALK SHALL BE SPRAYED WITH <br />PER PLANS <br />TRANSPARENT CURING COMPOUND COVERED BY <br />6'MIN <br />WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />1" R <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />2%MAX <br />CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />y <br />HOURS. <br />0 <br />a°``'```' <br />\� <br />6. <br />ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER ADIOS AFTER FINAL BROOM <br />LETED. <br />IS COMPLETED. <br />FINISH IS COMPLETED. <br />USHED <br />7 <br />SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY THI <br />BASE COURSE, <br />BASE COURSE, <br />CITY ENGINEER. <br />COMPACTED <br />RB TO 95%MAX DENSITY <br />8, <br />FOR REPLACEMENT PROJECTS, CURB REVEAL SHALL <br />MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN <br />TYPE E-1 CURB, PLANTER STRIP & <br />THE STANDARD 6". NEW CURB SHALL MATCH <br />DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br />SIDEWALK SECTION <br />307-309. <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />ITINTERVALS BETWEEN <br />30' FULL DEPTH JOINTS <br />COLD JOINT <br />CEMENTCONCRETE <br />HMA OR CONC ------ SIDEWALK <br />PAVEMENT - o <br />......................::::::::: <br />... `.fir'......... TYPE A-1 4" CRUSHED SURFACING BASE <br />CURB &GUTTER ............. %`� COURSE, COMPACTEDT095% <br />SEE STANDARD MAX DENSITY <br />DRAWING307 TYPE A-1 CURB & SIDEWALK SECTION <br />MATCH EXISTING CURB <br />REVEAL, SEE NOTE 8 <br />REPLACED PAVEMENT 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 />