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I <br /> I <br /> 0 © LOWERING LENGTH <br /> BACK OF OF <br /> ® SIDEWALK TRANSITION <br /> h\ A "A" (IN) "B" (F7) <br /> ` .. 3 3 <br /> ♦ + 0 5 5 <br /> E2 o. O <br /> A ♦ rfr- 4PW <br /> I 0 . <br /> e,. <br /> . . <br /> . t.-...,.:.y <br /> ...� t.„ •• <br /> ` t .-1 --.1 .- <br /> I <br /> 5'MIN (SW) 5'MIN (SW) <br /> Iv 0IIMII Q i o OMEM Q 0 <br /> PAVEMENT <br /> _VARI 2% _VAR -- 2% <br /> Of •.- ' 114050211311811111• .yK.lu 3tv.6nldNtrr)T.hBays:T1 fi ,ary_ <br /> CD PAVEMENT <br /> N <br /> I 2' MIN CRUSHED SURFACING <br /> 0 <br /> BASE COURSE <br /> m <br /> SECTION A-A SECTION A-A <br /> 111 1c-2-Y <br /> USING TYPE A-1 CURB USING MONOLITHIC CURB & SW <br /> 0 <br /> # NOTES <br /> 1 z 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> a 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> 0 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF NOTE 1 ABOCE IS 15' OR GREATER. <br /> 0 <br /> 1 cy 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY SHALL BE SURFACED WITH ASPHALT OR <br /> v, CONCRETE. <br /> L <br /> N <br /> v 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS SHALL BE CONCRETE COMMERCIAL MIX AS <br /> Ig CALLED OUT IN WSDOT STD SPECS., A MIN OF 6" THICK AND PLACED ON A MINIMUM OF <br /> 2" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MAXIMUM DENSITY. <br /> v <br /> 1 0 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> W /,' CITY O F EVE RETT <br /> U 7-2-2013 <br /> /�J <br /> CEMENT CONCRETE Date: <br /> I <br /> • VERETT DEPARTMENT DRIVEWAY RAMP TYPE-2 308 <br /> `' COE Std Dwq: ' <br />