Always Active Services LLC of Seattle 7/21/2022

B N 1101111 1111111 / all M Ell 111111 1 111111 1 M M 1 NM 1 111111 NOTES 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. HALF DEPTH,3/8"x 1-1/2", EXPANSION JOINTS SHALL BE PLACED ON 15-FOOT CENTERS. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. 6.5" PRE-MOLDED JOINT FILLER SHALL BE 3/8"WIDE. 5.5" 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 1/2"RADIUS 1"RADIUS 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSDOT STANDARD SPECIFICATIONS. 2% 6. STEEL FORMS MUST BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED p/W SECTIONS. 1"RADIUS ADIUS 7. FINISH SHALL BE LIGHT BROOM FINISH. 4°/a rn 8. THE FINISHED CURB SHALL BE SPRAYED WITH A ' TRANSPARENT CURING COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER UNSUITABLE ^ WEATHER. CURING TIME SHALL BE A MINIMUM OF 72 HOURS. 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN v v v v v v v v v v v v v v vwwwwvv ovvv OF 4"OF CRUSHED SURFACING BASE COURSE. vvvvvvVVVVVVVVV vvvvvvvvvvvvvvvvvvvvv 7 v V V V V V V V V v v V V V V v V V V V V O V V V V V v v V V V V V V vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv 7 v V V V V V V V V V V v W V V V V V V V V V V V V V V V V V V V V V v vvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv 7 V V vv V V V V V V V vvvvvvvvvc, +..•-^- v v$ SEE NOTE 9 24" TYPICAL SECTION E V E R E T T PUBLIC WORKS WASHINGTON DEPARTMENT n"F.�:m TOM HOOD I TOM H00D I uPAUL WILHELM I WRR '1/15 7022 nnn TYPE A-1 nµ H6 CEMENT CONCRETE CURB&GUTTER 307 I �