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rr <br /> R R/W <br /> 30' 30' <br /> 5' 24' EDGE — FACE 5' 10' <br /> NEW CONCRETE <br /> CURB AND GUTTER <br /> 2.0% 4 MPX <br /> �— <br /> 2,0% <br /> 4.�% �— 1 <br /> 4.0% 1:4 MAX <br /> 1 4 <br /> INSET A INSET B <br /> 6" MIN. TOPSOIL AND SEED ON ALL <br /> DISTURBED AREAS <br /> 1.5" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> 2" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C) <br /> 6" CLASS 5 AGGREGATE BASE <br /> APPROVED SUBGRADE (12" DEPTH) <br /> INSET A <br /> 2" TYPE SP 12.5 WEAR COURSE MIX <br /> 4" CLASS 5 AGGREGATE BASE (INCIDENTAL) <br /> SCARIFY AND RECOMPACT CUBGRADE (INCIDENTAL) <br /> INSET B <br /> 2013 STREET <br /> A 701 Xenia Avenue South,Suite 300 IMPROVEMENT PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55416 TYPICAL SECTION <br /> www.wsbeng.com FIGURE <br /> kk 185th Avenue NW o <br /> & Associates, Inc. <br /> 763-541-4800-Faz 763-541-1700 9 <br /> ��� ��r <br /> INFRASTRUCTURE II ENGINEERING r PLANNING IICONSTRUCTION ELK RIVER, MINNESOTA TUVer <br /> K:\01992-010\Cad\Exhibits\FIG 09 REV.dvag,SECTION <br />