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rr <br /> R R/W <br /> 30' 30' <br /> 35' B—B <br /> PROPOSED 8 <br /> EXISTING TAPERED <br /> EDGE MILL <br /> �— 2. o 2.0% <br /> z. <br /> INSET A <br /> —1 -1/2" MILL BELOW <br /> SURMOUNTABLE CONCRETE EDGE OF CURB <br /> CURB AND GUTTER <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 /> 8' EDGE MILL BITUMINOUS PAVEMENT AND FULL WIDTH OVERLAY <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 /> 701 Xenia Avenue South,Suite 300 RECONSTRUCTION PROJECT WSB NO.1992-01 <br /> El Minneapolis,MN 55416 TYPICAL SECTION <br /> www.wsbeng.com FIGURE <br /> nF of <br /> Deerfield 4th Addition,Meadowvale Heights E�� +^:763-541-4800-Fax 763-541-1700 +1�yy GINEERING r PLANNING IICONSTRUCTION ELK RIVER, MINNESOTA <br />