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I <br />PARKWAY SIDEWALK <br />(V RI S <br />2% <br />SECTION A -A <br />USING TYPE A-1 CURB <br />2" MIN CRUSHED SURFACING <br />BASE COURSE <br />NOTES <br />1, 1EQUALS 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 NOTE <br />1 ABOVE IS 15' OR GREATER. <br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR CONCRETE, <br />5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS CALLED <br />OUT IN WSDOT STANDARD SPECIFICATIONS, A MIN <br />OF G" THICK AND PLACED ON A MINIMUM OF 2" <br />CRUSHED SURFACING BASE COURSE COMPACTED <br />TO 95%MAXIMUM DENSITY. <br />5. MAINTAIN 1/2" LIP AT GUTTER. <br />2% <br />PARKWAY SIDEWALK • <br />ARtES) - +S <br />6' 1 2% <br />CRUSHED <br />SURFACING <br />BASE COURSE <br />SECTION B-B <br />USING MONOLITHIC CURB & SW <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />CEMENT CONCRETE 317 <br />DRIVEWAY RAMP TYPE - 3 <br />` <br />