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R/W R/W <br /> 33' 33' <br /> 5' 53' B—B 5' <br /> CONCRETE CURB <br /> GUTTER (8618) <br /> 7'4 Mak 2.07. 2.0% 2.0% —� 4�% + Ax <br /> 1:4 MAX z:': z? 7:4 MAX <br /> INSET A <br /> CONCRETE <br /> SIDEWALK 6" MIN. TOPSOIL AND SOD ON ALL <br /> DISTURBED AREAS BEHIND CURB <br /> 1.5° TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> 2.0" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB240C) <br /> 6.0" CLASS 5 AGGREGATE BASE <br /> ACCEPTABLE SUBGRADE (12" DEPTH) <br /> INSET A <br /> 2013 STREET <br /> 701 xenia Avenue South,Suite 300 RECONSTRUCTION PROJECT WSB NO.1992-01 <br /> WSB Minneapolis,MN 55415 TYPICAL SECTION CTI ON <br /> www wsbe"g_°°"' FIGURE <br /> per also Commercial:3rd Street NW <br /> ^— 13 <br /> �..-7GLSil-NO-Pa.? 511_1700 Elk _ <br /> INFRASTRUCTURE ENGINEERING PLANNING �CANSTRUCTION ELK RIVER, MINNESOTA <br />