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IIIIIII NM NM N OM - E E M - E - MI N r N - M I <br /> 0 NOTES <br /> co © 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> ` ++ `•.. • 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. <br /> O 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 /> O SHALL BE SURFACED WITH ASPHALT OR <br /> \ 4iiiiiiii CONCRETE. <br /> y4611" <br /> IIPIPP. © 5. THE SHALL BIVEWAY RAMP E ONCRETE COMMERING CIAL MINXX A54MPS <br /> CALLED <br /> OUT IN WSDOT STANDARD SPECIE <br /> 07 © (CATIONS,F MIN <br /> OF 6"THICK AND PLACED ON A MINIMUM OF 2" <br /> j CRUSHED SURFACING BASE COURSE COMPACTED <br /> \ .�,��� Z. TO 95%MAXIMUM DENSITY. <br /> �y <br /> -9 y ' 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> O <br /> 411100. <br /> Iy� •- �.y LOWERING BACK OF LENGTH: sITbON <br /> FEET <br /> 994. \ 4 INCHES 4 FEET <br /> 5 INCHES 5 FEET <br /> 6'MIN. 6'MIN. <br /> 2'+ 4'MIN _ a Q <br /> m 2'+ 4'MIN _ <br /> o O VARIES 2% 0 0 VARIES 2% <br /> f <br /> o PAVEMENT PAVEMENT <br /> o0 <br /> 2' MIN CRUSHED © -2 MIN CRUSHED <br /> SURFACING SURFACING <br /> ei <br /> BASE COURSE BASE COURSE CITY OF EVERETT <br /> SECTION A—A SECTION B—B <br /> PUBLIC WORKS DEPARTMENT <br /> USING TYPE A-1 CURB <br /> 8 n RYANSASS ITOMHOOD IuPAMILHELM I WRO D9r21/2018 <br /> mu <br /> gm CEMENT CONCRETE o .., .e. <br /> 1 DRIVEWAY RAMP TYPE— 2 316 <br />