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j5 <br /> ��2 R �2 X� 1" R <br /> -� a d, �— <br /> v <br /> `� 1' R <br /> �, -�-- - �, � a — <br /> _ ' Z^ a a d Q Q d e Q <br /> D/W CUT � �5 ^ <br /> a a <br /> ° o <br /> ° — _ <br /> p o o a o� <br /> oJo 0 tf D�II�O�D�D�O�O�OOD�DaL�D�J�D�D�D�6�0� <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> 0 0 o r a o 0 0 0 0 0 0 0 0 0 0 o a o 000^o 0 0'0°0° <br /> oop000p000po�op000�000�o o � o 0 0 0 0 <br /> 0 0 0 <br /> SEE NOTE 9 <br /> ?a.. <br /> �-- ------ <br /> � lYPICAL SECTION <br /> i �ORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. <br /> , p DUMMY JOINTS SHALL BE PIACED ON 15 FOOT CENTERS. DUMMY JOINTS SHALL BE <br /> 1/2" x 1—t/2". <br /> i J THRU JOINTS SHALL BE PIACED ADJACCNT TO CATCH BASINS, INLE7S AND AT POINTS <br /> OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL <br /> BE 30 FT. PRE—MOLDED JOINT FILLER SHALL BE 7/2" WIIDE AND CONFORM TO <br /> AASHTO DESIGN M213. <br /> � 4 ALL JOINI'S SHALL BE CLEAN AND EDGED. <br /> � 5 CONCRETE SHALL BE CEMENT CONCREfE, CLASS 3000. <br /> i' 6 STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE <br /> USED ON CURVED SECTIONS. <br /> � 7 FINISH SHALL BE LIGH7 BROOM FINISH. <br /> ` 8 THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURlNG COMPOUND <br /> AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN <br /> OR OTHER UNSUITABLE WEATHER. 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 SURFACING <br /> TOP COURSE. <br /> �� � CITY OF EVERETT CEMENT CONCRETE i1-20-2111033 <br /> �°�' Pus�ic woRKs CURB AND CUTTER TYPE °°`� <br /> ��-VERETT ENGINEER�NG 8 PUBLIC �� �� 305A <br /> ; �'lr� SERVICES DEPARTMENT A—� n�mver <br /> � <br />