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1/2' P — 55' <br />T ° a <br />10 � � 1• R <br />2. ° d a a 4° a <br />D/w CU1 .65 ° y <br />a <br />a <br />� o 0 0 <br />°e°°e°°a°e°°a°°e°e°°aa°.°°�°s:a°°e:e9e9°°.°°"°^°^°'^°'•°�09°�°fin°" <br />SEE NOTE 9 <br />24. <br />TYPICAL SECTION <br />tim <br />I FORMS SHALL BE TRUE 10 LINE AND GRACE AND SECURELY STAKED. <br />2 DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS DUMMY JUN1S SHALL BE 1/2' 1 1-1/t <br />3 THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS, <br />ALLEY AND DRIVEWAY RETURNS MAXIMUM SPACING SHALL BE 30 FT. PRE -MOLDED JOINT FILLER SHALL BE 1/2' <br />NUDE AND CONFORM TO AASHIO DESIGN M213. <br />A ALL JOINTS SHALL BE CLEAN AND EDGED. <br />5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000. <br />6 STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS WOOD FORMS MAY BE USED ON CURVED SECTIONS <br />7 FINISH SHALL BE LIGHT BROOM FINISH. <br />B THE FINISHED CURB SHALL BE SPRAYED WITH A WHITE CURING COMPOUND. COVERED BY WHITE REFLECTIVE <br />TYPE SHEETING CURING TIME SHALL BE A MINIMUM OF 72 HOURS <br />9 ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2' OF CRUSHED SURFACINZ lop COURSE. <br />10 THRU JOINT BETWEEN A-1 CURB CUTTER AND THE SIDEWALK SHALL BE 1/2' . A' <br />r. <br />0 <br />'A 1' 305A <br />dole CURB AND GUTTER ' 1 °1 <br />:^ nunbE� <br />VE EYY <br />CITY OF EVERETT - PUBLIC WORKS DEPARTMENT <br />