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I <br /> I5.5" <br /> 1/2" R <br /> 2 <br /> , 1" R <br /> i , <br /> d . . <br /> o <br /> `o. 1" R <br /> c1 2" FT <br /> F—; • • . a 1 <br /> 1 <br /> 1/2" a G Q °' a <br /> Ya Q a <br /> 1 D/W CUT --.4 <6:5" . • . • . . l <br /> 4 a ' • a a ' <br /> o'o•o' <br /> — _ o:o:o;o:o;o:o 0 o_q <br /> III 'o'o'o'}o'o'o'o'o'o'o'o"o'o'o'o'o'o'o'ooo'o'o'o'o'o <br /> 000000e00000000000000000000000000000000 0 0 0 0 0 o a <br /> 0000000000000 <br /> SEE NOTE 9 <br /> 1 4 24" <br /> I <br /> I <br /> v <br /> c <br /> ro <br /> TYPICAL SECTION <br /> N <br /> d' <br /> N <br /> NOTES <br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. <br /> I 0 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS SHALL BE 3/8" x 1-1/2". <br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON <br /> o STREETS, ALLEY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 30 FT. PRE—MOLDED JOINT FILLER <br /> SHALL BE 3/8" WIIDE AND CONFORM TO AASHTO DESIGN M213. <br /> 1z <br /> C, <br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br /> E <br /> 0 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSDOT STD SPECS. <br /> I0 6. STEEL FORMS MUST BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. <br /> 0 <br /> 7. FINISH SHALL BE LIGHT BROOM FINISH. <br /> I216 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY <br /> WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. <br /> CURING TIME SHALL BE A MINIMUM OF 72 HOURS. <br /> c <br /> 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2" OF CRUSHED SURFACING TOP COURSE. <br /> in <br /> ii III J <br /> 0 <br /> W % C�+ V®�EC CEMENT CONCRETE 7-1-2013 <br /> �•; "�.— 4+0T� ®� EVERETT GRE�� Date: <br /> I (-4- <br /> PUBLIC WORKS CURB AND GUTTER TYPE 305A <br /> DEPARTMENT A- 1 COE Std q: <br />