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I I <br /> NOTES <br /> 1. CUT OR SAWED JOINTS SHALL BE PLACED NOT TO <br /> EXCEED 15'ON CENTER.THRU JOINTS SHALL BE <br /> 10" PLACED ONLY AT POINTS OF TANGENCY ON <br /> STREET ALLEY AND DRIVEWAY RETURNS AND <br /> WHERE THRU JOINTS OCCUR IN THE PAVEMENT <br /> 2-1/2" 5" 2-1/2" SLAB. <br /> 2. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br /> 1"RADIUS, OUT IN WSDOT STANDARD SPECIFICATIONS. <br /> TYPICAL,2 PLACES ° <br /> 3. CONCRETE CURBS WILL BE ANCHORED TO THE <br /> PAVEMENT a•', o EXISTING PAVEMENT BY USING AN ADHESIVE.THE <br /> /I ADHESIVE SHALL MEET THE REQUIREMENTS OF <br /> e •4 e1-1/2"R SECTION 9-26.1 OF THE WSDOT/APWA STANDARD <br /> "" `;' AS SPECIFIED SPECIFICATIONS FOR TYPE II EPDXY BONDING <br /> AGENT. <br /> ADHESIVE <br /> EXTRUDED CEMENT CONCRETE CURB SECTION <br /> 15'MAX SPACING <br /> C 1 <br /> SAWCUTJOINT <br /> SEE SECTION CEMENT CONCRETE CURB <br /> 9 <br /> JOINT SPACING CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT <br /> m SASS ITOM OOH o I MAtIMILHELM I"" IR 0 2672017 <br /> Es> EXTRUDED CEMENT 311� <br /> =,› CONCRETE CURB <br /> I I <br /> all M MI M s M s a MI Mill MI r - - - NB MI - 111111 <br />