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1 <br /> o 14 NOTES <br /> Z r. 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br /> SECURELY STAKED. <br /> Ca) <br /> m2. DUMMY JOINTS SHALL BE PLACED ON 15-FOOT <br /> CO CD CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> CO-O <br /> m 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH <br /> 0 BASINS,INLETS AND AT POINTS OF TANGENCY ON <br /> CD <br /> 3 STREETS,ALLEY AND DRIVEWAY RETURNS. <br /> CD MAXIMUM SPACING SHALL BE 30 FEET.PRE-MOLDED <br /> ,3„ JOINT FILLER SHALL BE 3/8"WIDE AND CONFORM TO <br /> AASHTO DESIGN M213. <br /> C <br /> 5.5" 4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br /> 1/2"RADIUS1"RADIUS <br /> 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br /> 2% ^ OUT IN WSDOT STANDARD SPECIFICATIONS. <br /> ° 4 6. STEEL FORMS MUST BE USED ON TANGENT <br /> ° . <br /> SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> T. SECTIONS. <br /> 12 a io 1"RADIUS <br /> 17 <br /> m1/2"/FT 7. FINISH SHALL BE LIGHT BROOM FINISH. <br /> Z <br /> I <br /> 0_ af — °4 i 8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br /> X / - _ a a TRANSPARENT CURING COMPOUND AND COVERED <br /> CI) COD/W CUT da N 4. a <br /> ° BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br /> ° a <br /> 4. ° a THE EVENT OF RAIN OR OTHER UNSUITABLE <br /> I' <br /> O 6.5" a. A 4 a <br /> y 4 <br /> "I I WEATHER. CURING TIME SHALL BE A MINIMUM OF <br /> • " ° i 72 HOURS. <br /> a <br /> 0 m r .<° . .O•o <br /> CI) ---._._.r.v. -.• • • • • o O O 0 O O OO <br /> .00O <br /> o•o'oo'oo'o'o•o'o•o'o•o'o'o'o'o•o'o•o•o'oo'o'o•0 9. ALL CURB AND GUTTER SHALL BE PLACED ONAMIN <br /> O ogogo°o°o°o°000000a00000000000000000000 0 0 0 0 0 o OF 2"OF CRUSHED SURFACING TOP COURSE. <br /> 0 <br /> G0) SEE NOTE 9 <br /> 0) <br /> 24" <br /> E <br /> ii <br /> g <br /> `o <br /> I TYPICAL SECTION <br /> G <br /> 8 <br /> s <br /> n <br /> CITY OF EVERETT <br /> a5 'I "'' ETT PUBLIC WORKS DEPARTMENT <br /> al Ei c°'RVANSASS ITOM HOOD I�•P�Ill WILHELM I'."1/1113 <br /> 0 26/2017 <br /> N g" TYPE A-1 M. <br /> a CEMENT CONCRETE CURB&GUTTERCD <br /> 307 <br /> I I <br /> an - M i = r M NM NM - - r N - M M OM IIIIII MI <br />