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0 © LOWERING LENGTH <br /> BACK OF <br /> SIDEWALK TRANSITION <br /> 3 3 <br /> / 4 4 <br /> ��.�`+ © <br /> �-\ � 5 5 <br /> r 4P *. <br /> . <br /> S <br /> A <br /> 7.72 w - ' <br /> Ol't .4 '''''' - <br /> V0. <br /> ,4. 111114 <br /> 0 <br /> d <br /> cQ \\` ,tee.�•, <br /> Q \\ � ../ <br /> --I <br /> rn <br /> 5'MIN (SW) 5'MIN (SW) <br /> m <br /> 0 N !=c1i0 <br /> 2' 3' MIN ¢ Iii © 2' 3' MIN <br /> PAVEMENT <br /> o VARIES 2% VARIES 2% <br /> ca <br /> N <br /> f PAVEMENT <br /> 0' 2' MIN CRUSHED SURFACING <br /> o0 BASE COURSE <br /> i <br /> SECTION A-A SECTION A-A <br /> W USING TYPE A-i CURB USING MONOLITHIC CURB & SW <br /> o <br /> 0 NOTES <br /> W 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> ce <br /> c <br /> • 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> • 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF NOTE 1 ABOCE IS 15' OR GREATER. <br /> 73 <br /> 0 4. WITHIN THE CITY RIGHT—OF—WAY THE DRIVEWAY SHALL BE SURFACED WITH ASPHALT OR <br /> CONCRETE. <br /> V <br /> • 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS SHALL BE CONCRETE COMMERCIAL MIX AS <br /> c CALLED OUT IN WSDOT STD SPECS., A MIN OF 6" THICK AND PLACED ON A MINIMUM OF <br /> v 2" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MAXIMUM DENSITY. <br /> ai <br /> 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> �,,7 7-2-2013 <br /> W //%,-- CITY OF EVERETT CEMENT CONCRETE Dote: <br /> ERVE�TT PUBLIC WORKS DRIVEWAY RAMP TYPE-2 308 <br /> DEPARTMENT COE Std Dwq: <br /> 1 <br />