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3 <br />EX <br />EXIST' <br />CURB <br />6' MIN. <br />EXIST <br />PAVEMENT 6 2% 4 <br />5 <br />SECTION A -A <br />USING TYPE A-1 CURB <br />NOTES <br />1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br />NOTE 1 ABOVE IS 15' OR GREATER. <br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />S. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS <br />CALLED OUT IN WSDOT STANDARD <br />SPECIFICATIONS, A MIN OF 6" THICK AND PLACED <br />ON A MINIMUM OF 2" CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95% MAXIMUM <br />DENSITY. <br />6. MAINTAIN 1/2" LIP ATGUTTER. <br />EXIST MONOLITHIC <br />CURB AND SW <br />6' MIN. <br />EXIST <br />PAVEMENT 2% <br />MONOLITHIC CURB <br />& SW <br />2" MIN CRUSHED <br />SURFACING <br />SECTION B-B BASE COURSE <br />USING MONOLITHIC CURB & SW <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />CEMENT CONCRETE <br />DRIVEWAY RAMP TYPE - 1 1 315 <br />