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E 111111 11111 all 11111 1111 NM EN 11111 MIR 11111 NM all 11111 NB MS 11111 In IN 1 1 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 D/W SECTIONS. CUT 1"RADIUS O 7. FINISH SHALL BE LIGHT BROOM FINISH. 4% r. 8. THE FINISHED CURB SHALL BE SPRAYED WITH A fn TRANSPARENT CURING COMPOUND AND COVERED .-4 _t BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN ,-.1 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 OF 4"OF CRUSHED SURFACING BASE COURSE. VVVVVVVVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVW0V 7 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 7 V V V V V V V V V V V.V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 7 V V V V V V V V V V V V V V V SEE NOTE 9 Ilr 24" `o z TYPICAL SECTION l' s N El. EVERETT PUBLIC WORKS DEPARTMENT HINGTON e6 ''Winn HOOD ITOMHOOD I"PAUL'WILHELM I'„IRS ciron022 m — sru,ouoouvm6"s. TYPE A-1 1Ws $ CEMENT CONCRETE CURB&GUTTER 307 1 1