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w <br />0 <br />w <br />E <br />m <br />z <br />11 <br />0 <br />_0 <br />(.'.'l".'0NCRETE <br />PAVEMENT <br />im <br />f#7�IDii�Gl`1 <br />SECTION A -A <br />USING TYPE A-1 CURB <br />/-r" <br />6' MIN <br />2% <br />77:2" MIN CRUSHED SURFACING <br />BASE COURSE <br />ITS <br />1.. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE, <br />2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />5. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF NOTE <br />1 ABOVE IS 1S' 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 6" 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 />I PARKWAY F,' MIN I <br />UKUSHtU <br />SURFACING <br />BASE COURSE <br />SECTION - <br />USING MONOLITHIC CURB & SW <br />CITY F a <br />ET <br />(ign, PUB <br />L `S WORKS S D § ,a5AR 'r E , 1 <br />•0./2017 <br />z LT <br />qv <br />pgr� ,A <br />CITY OF EVERT-I:.�. <br />REVIEWED FOR P:r-'i*\".. <br />EVERETT 4900 LOT 4 <br />6 <br />o vi <br />Know a belOW. <br />Callbeftre you d-mg. <br />B NO. <br />2 A <br />14 <br />