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rr <br /> R R/W <br /> 30' 30' <br /> 5' 24' 5' <br /> PROPOSED <br /> EXISTING <br /> MqX 4. �— 2.0� 1'•4 <br /> 0� 2.0� <br /> MP <br /> —� <br /> 1•.4 MAX _ _ — - - - - - - 1:4 MAX <br /> INSET A <br /> 6" MIN. TOPSOIL AND SEED ON ALL <br /> DISTURBED AREAS BEHIND CURB <br /> NOTE: <br /> EXISTING ROAD CROSS SECTION HAS LESS THAN 2% CROSS SLOPE. <br /> FULL WIDTH OVERLAY THICKNESS VARIES TO RE—ESTABLISH 2% <br /> CROSS—SLOPE. <br /> 1.5"-3.0" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> EXISTING STREET SECTION <br /> INSET A <br /> 2013 STREET <br /> El 701 Xenia Avenue South,Suite 300 IMPROVEMENT PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55416 TYPICAL SECTION <br /> www.wsbeng.com FIGURE <br /> C'.'o` <br /> 202nd Avenue NW "�- 3 <br /> GINEERING II PLANNING BIICONSTRUCTION ELK RIVER, MINNESOTA El l�ivef <br /> K:\01992-010\Cad\Exhibits\FIG 03 REV.dvag,SECTION <br />