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rr <br /> R R/W <br /> 33' 33' <br /> 5' 30' — 52' F—F 5' <br /> B618 CONCRETE <br /> CURB AND GUTTER <br /> 4 Mqx 2.0% �— 2.0% 2.0% 4�% 1•4 MPX <br /> 1-.4 MAX �, ; - 1:4 MAX <br /> INSET A <br /> CONCRETE <br /> SIDEWALK 6" MIN. TOPSOIL AND SEED ON ALL <br /> DISTURBED AREAS <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 /> 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 /> tF of <br /> Railroad Drive �--1 <br /> 763-541-4800-Faz 763-541-1700 GINEERING r PLANNING IICONSTRUCTION ELK RIVER, MINNESOTA <br />