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rr <br /> R R/W <br /> 30' 30' <br /> 5' 35' B—B 5' <br /> NEW CONCRETE <br /> CURB AND GUTTER <br /> 1.4 MAX 4'�� �— 2.0% 2.0% 4. 1.4 MPX <br /> 1:4 MAX 1:4 MAX <br /> INSET A <br /> 6" MIN. TOPSOIL AND SOD ON ALL <br /> DISTURBED AREAS BEHIND CURB <br /> 2.0" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> 2.5" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C) <br /> 8" CLASS 5 AGGREGATE BASE <br /> APPROVED SUBGRADE (12" DEPTH) <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 /> 4th Street ° <br /> t8 763-541-4600-Faz 763-541-1700 �Mveft:: C7 GINEERING r PLANNING IICONSTRUCTION ELK RIVER, MINNESOTA <br /> K:\01992-010\Cad\Exhibits\FIG 08 REV.dvag,SECTION <br />