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Nig I W N NM MI OM MO 11111111 OW M' MN MK UM M M I IIIIII 'AM <br /> 0 ® NOTES <br /> © 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 /> NOTE 1 ABOVE IS 15'OR GREATER. <br /> EXIST TYPE A <br /> CURB11111 . <br /> 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> SHALL BE SURFACED WITH ASPHALT OR <br /> CONCRETE. <br /> • ` \ 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> Atoillo. OSHALL BE CONCRETE COMMERCIAL MIX AS <br /> CALLED OUT IN WSDOT STANDARD <br /> SPECIFICATIONS,A MIN OF 6"THICK AND PLACED <br /> © ON A MINIMUM OF 2"CRUSHED SURFACING <br /> O �'Nib 4 BASE COURSE COMPACTED TO 95%MAXIMUM <br /> 4.14 <br /> ` DENSITY. <br /> 4,,b ,...,' 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> --sr 44100 <br /> 1 .44gaZ;9' -- <br /> 0 <br /> 999 <br /> 45*** *•Aii ---. t220' OP EXIST MONOLITHIC <br /> CURB AND SW <br /> PAVEMENT <br /> 5'MIN 5'MIN <br /> 3 <br /> 2 EXIST EXIST <br /> PAVEMENT 0 2% ... <br /> % - / 0 PAVEMENT 2% <br /> 0 <br /> g <br /> MONOLITHIC CURB <br /> &SW <br /> E 2"MIN CRUSHEDACING CITY OF EVERETT <br /> SECTION A A SECTION B B BASE COURSE u �PUBLIC WORKS DEPARyTgMFgE�NT <br /> :R7AN SASS ITOMS) I PAOLM'RAIEIM i'.11" Tin72017 <br /> 8. USING TYPE A-1 CURB USING MONOLITHIC CURB&SW <br /> CEMENT CONCRETE <br /> 6§ DRIVEWAY RAMP TYPE- 1 315 <br />