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NOTES <br /> 3 <br /> Z 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> EXIST SIDEWALK 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br /> Y W W w v <br /> NOTE 1 ABOVE IS 15' OR GREATER. <br /> EXIST TYPE A w v w w y w w w <br /> CURB 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> " w 4 SHALL BE SURFACED WITH ASPHALT OR <br /> W W w <br /> CONCRETE. <br /> 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> O1 SHALL BE CONCRETE COMMERCIAL MIX AS <br /> CALLED OUT IN WSDOT STANDARD <br /> W .. y 2 SPECIFICATIONS, A MIN OF 6"THICK AND PLACED <br /> w w w w w W ON A MINIMUM OF 2" CRUSHED SURFACING <br /> w w w BASE COURSE COMPACTED TO 95% MAXIMUM <br /> DENSITY. <br /> W W W w Y W W <br /> y w w w w y 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> W W Y V• <br /> \ y <br /> 6 <br /> 66.E <br /> EXIST MONOLITHIC <br /> CURB AND SW <br /> PAVEMENT <br /> 6' MIN. 6' MIN. <br /> 3 <br /> 0 <br /> m <br /> EXIST EXIST 4 <br /> 0 PAVEMENT 6 2% 4 PAVEMENT 2% <br /> �— <br /> z <br /> u, <br /> 2 <br /> a <br /> O <br /> 0 <br /> 0 5 <br /> MONOLITHIC CURB <br /> &SW <br /> 0 2" MIN CRUSHED I ® F E v G TT <br /> V <br /> Z <br /> SURFACING PUBLIC WORKS DEPARTMENT <br /> SECTION A-A SECTION B-B BASE COURSE <br /> Ury Engirtrer section Manager CAD Manager Drawn By [u�ient Rev Dare <br /> USING TYPE A-1 CURB USING MONOLITHIC CURB &SW RYAN SASS <br /> TOM HOOD Pau�wi�HE�M wRB 9/21/2018 <br /> nne <br /> N STANDARD DRAWING No. <br /> w� CEMENT CONCRETE <br /> 00 <br /> ,aN DRIVEWAY RAMP.TYPE - 1 <br /> 315 <br />