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1 1 <br /> NOTES <br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br /> SECURELY STAKED. <br /> 2. DUMMY JOINTS SHALL BE PLACED ON 15-FOOT <br /> CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH <br /> BASINS,INLETS AND AT POINTS OF TANGENCY ON <br /> STREETS,ALLEY AND DRIVEWAY RETURNS. <br /> MAXIMUM SPACING SHALL BE 30 FEET.PRE-MOLDED <br /> 6.5" JOINT FILLER SHALL BE 3/8"WIDE AND CONFORM TO <br /> AASHTO DESIGN M213. <br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br /> 1/2"RADIUS 1"RADIUS <br /> 2 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br /> OUT IN WSDOT STANDARD SPECIFICATIONS. <br /> 6. STEEL FORMS MUST BE USED ON TANGENT <br /> SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> D/W CUT _ — 1"RADIUS SECTIONS. <br /> _ <br /> 1/2"/FT(4%) 7. FINISH SHALL BE LIGHT BROOM FINISH. <br /> J r L` 8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br /> TRANSPARENT CURING COMPOUND AND COVERED <br /> BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME SHALL BE A MINIMUM OF <br /> 72 HOURS. <br /> 0 0-0-0"0"0°0°0°0°0°0°0°0 <br /> u000000000004iouo o°o O'o°o'o o"ouo 0 0 0 0 0 0 0 0 0� 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN <br /> o°o°o°o°o°o°o°o2o° °o°o°o°o°o°g°�°°0�0°0°0°°°^°^°^°^°� <br /> 00000 0 ° OF 2"OF CRUSHED SURFACING TOP COURSE. <br /> SEE NOTE 9 <br /> 24" <br /> I <br /> A <br /> 0 <br /> 3 <br /> TYPICAL SECTION <br /> f <br /> 2, <br /> 0 <br /> n <br /> 0 <br /> .6CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT <br /> of <br /> °S �NYANSASS ITOMNOOD I ILL WILHELM I'' 'WN8 02672017 <br /> f <br /> a3 CEMENT CONCRETEC <br /> fig <br /> &GUTTER 307� <br /> 11111 r - ON - 11111 - MN NM NM .r N NM MI - 11111 11111 11.11 IN <br />