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i 1 <br /> © © ® NOTES <br /> 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. <br /> + + - <br /> 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF <br /> EXIST TYPE A NOTE 1 ABOVE IS 15'OR GREATER. <br /> CURB . . . . . --sr <br /> O 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> SHALL BE SURFACED WITH ASPHALT OR <br /> CONCRETE. <br /> 4001 m 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> d9000. <br /> O SHALL BE CONCRETE COMMERCIAL MIX AS <br /> Zd CALLED OUT IN WSDOT STANDARD <br /> ' © SPECIFICATIONS,A MIN OF 6"THICK AND PLACED <br /> 4�� � ON A MINIMUM OF 2"CRUSHED SURFACING <br /> , O BASE COURSE COMPACTED TO 95%MAXIMUM <br /> 992 ` DENSITY. <br /> 6 <br /> 6�y, �\ . • . 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> dli �` . <br /> 11,111 <br /> • <br /> 999� <br /> �0 r EXIST MONOLITHIC <br /> CURB AND SW <br /> PAVEMENT <br /> 6'MIN. 6'MIN. <br /> EXIST EXIST <br /> PAVEMENT O 2% 0 PAVEMENT 2% 0 <br /> _........____ Ai <br /> `o <br /> s <br /> o MONOLITHIC CURB <br /> &SW <br /> 8 2"MIN CRUSHED CITY OF EVERETT <br /> .n <br /> SURFACING <br /> B, SECTION A-A SECTION B-B BASE COURSE PUBLIC WORKS DEPARTMENT <br /> B' USING TYPE A-1 CURB '''RYAN SATB ITOM�HDOD I RAULWILHELM IpWRB <br /> �� USING MONOLITHIC CURB&SW 9/2172018 <br /> g" CEMENT CONCRETE <br /> ;gs DRIVEWAY RAMP TYPE- 1 315 <br /> I I <br /> 1111 r 111111 IN On M - M a - S X M r — M M <br />