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1 1 <br /> 0 0 NOTES <br /> 0 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 - - - y <br /> CURB � ` ` `,` ` O 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> SHALL BE SURFACED WITH ASPHALT OR <br /> 1, CONCRETE. <br /> �� ` \ m 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> �d� O1 SHALL BE CONCRETE COMMERCIAL MIX AS <br /> CALLED OUT IN WSDOT STANDARD <br /> 00. <br /> • <br /> 441140 0 <br /> SPECIFICATIONS,AMIN OF 6"THICK AND PLACED <br /> �ij� J .06....s. <br /> DE A MINIMUM OF 2"CRUSHED SURFACING <br /> r' BASE COURSE COMPACTED TO 95%MAXIMUM <br /> .99 O\ DENSITY. <br /> by�"/".-.41V,,,,641' <br /> .`. 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> 1 <br /> v ` <br /> �� <br /> O <br /> 9y \ <br /> �e 111411. <br /> P"" EXIST MONOLITHIC <br /> CURB AND SW e-... <br /> PAVEMENT <br /> 6'MIN. _ 6'MIN. 7‘cl - lat i <br /> ail <br /> 111, EXIST EXIST Q Off: .-�v•sorS <br /> --' <br /> PAVEMENT 0 2% 0 PAVEMENT 2� 44.-A �mtf�e <br /> V. <br /> w <br /> 0 <br /> n 0 MONOLITHIC CURB <br /> &SW ---- <br /> 0 2"MIN CRUSHED CITY OF EVERETT <br /> z SURFACING PUBLIC WORKS DEPARTMENT <br /> 2 SECTION A-A SECTION B-B BASE COURSE <br /> o> I TO HOO IlA WILHM Iow s 9/ on <br /> a USING TYPE A 1 CURB USING MONOLITHIC CURB&SW <br /> CEMENT CONCRETE <br /> �s: DRIVEWAY RAMP TYPE- 1 315 <br /> I I <br />