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1 <br /> 1 3/8" x FULL DEPTH <br /> EXPANSION JOINT EVERY <br /> 30'. MATCH CURB. V—GROOVE <br /> I <br /> 4* �� <br /> 1/4" DEEP <br /> V—GROOVE (TYP) <br /> 1/4" DEEP <br /> (NP) <br /> 4 i **#S. 3/8"x1-1/2" <br /> 7� TyA A. DUMMY JOINT <br /> 3/8"x1 1/2" iliNlo.0.4 �'�'TjN 15' INTERVALS <br /> I DUMMY JOINT G'ST�� <br /> 15' INTERVALS <br /> 1 ii,....e*4 . . <br /> . ... <br /> COLD JOINT ` i ` <br /> 1 1/2" x FULL DEPTH \._.. - ti..,,, <br /> '-i%,* <br /> EXPANSION JOINT EVERY <br /> 30'. CURB & GUTTER <br /> I <br /> PLAN VIEWS <br /> N 5' TYPICAL <br /> I " COLD JOINT (SEE NOTE 7 BELOW) <br /> "A-1" CURB & GUTTER 0.02:1 CEMENT CONCRETE <br /> o SIDEWALK <br /> Iv SEE STD305A <br /> ; : <br /> > / //\, i 2" CRUSHED SURFACING <br /> /\//\/�����//�� TOP COURSE, COMPACTED <br /> TO 95% DENSITY <br /> I (! <br /> TYPICAL SECTION <br /> J <br /> L NOTES <br /> 1 02illi A F- <br /> i. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE CLASS 3000 CEMENT CONCRETE, <br /> W WITH AIR ENTRAINMENT (MIN 4.5 %, MAX 6.5 %). <br /> I n 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT <br /> CURB & GUTTER, WITH MAXIMUM SPACING OF 30 FEET, FINAL SPACING DETERMINATION SHALL <br /> E BE DECIDED BY THE INSPECTOR IN THE FIELD. <br /> I3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. <br /> 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS AND BEHIND ROLL—CURB. <br /> n 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY <br /> I = WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br /> CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. <br /> 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br /> I 7. SIDEWALKS ARE TYPICALLY 5' WIDE, EXCEPT 6' IN COMMERCIAL AREAS, OR AS APPROVED BY <br /> THE CITY ENGINEER. <br /> O <br /> I N // ;,% CITY OF EVERETT 5-6-1996 <br /> PUBLIC WORKS CEMENT CONCRETE <br /> ,,'EVERETT ENGINEERING & PUBLIC SIDEWALK DETAILS 306 <br /> I '''/ SERVICES DEPARTMENT ODE Std Dwq: <br /> Water Main Replacement"O"-Broadway APPENDI A-COE STD DWG July ti, LU"ib <br /> WO No. UP3612 SP- 181 <br />