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R W R/W <br /> 33' 33' <br /> 5' 30' — 52' F—F 5' <br /> B618 CONCRETE <br /> CURB AND GUTTER <br /> ] ¢ MAX 20% 2.0% 2,0% �� 44% 1:h tJAX <br /> 1.4 MAX :t;�: z a i'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 Souft Suite 300 RECONSTRUCTION PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55415 TYPICAL SECTION CTI ON <br /> www wsbe"g_°°`" FIGURE <br /> Railroad Drive <br /> &Assoeiotas, Inc. <br /> INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION ELK RIVER, MINNESOTA <br />