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rr <br /> R R/W <br /> 33' 33' <br /> 5' 5' 53' B—B 5' 5' <br /> EXISTING EXISTING <br /> CONCRETE CONCRETE CURB CONCRETE <br /> WALK 2.0% GUTTER (8618) WALK <br /> 4.0% <br /> 4'�� 2.0� <br /> �— 2.0% 2.0� <br /> INSET B INSET A INSET B <br /> 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" RECLAIMED AGGREGATE BASE <br /> ACCEPTABLE SUBGRADE (12" DEPTH) <br /> INSET A <br /> 6" CONCRETE WALK <br /> 4" CLASS 5 AGGREGATE BASE (INCIDENTAL) <br /> 12" APPROVED SUBGRADE (INCIDENTAL) <br /> INSET B <br /> 2013 STREET <br /> F-I 701 Xenia Avenue South,Suite 300 IMPROVEMENT PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55416 TYPICAL SECTION <br /> www.wsbeng.com FIGURE <br /> C,.,o` <br /> Inc. Commerci al:3rd Street NW From Railroad Drive to Holt Avenue El .f- 3 <br /> E II ENGINEERING II PLANNING BIICONSTRUCTION ELK RIVER, MINNESOTA1Vii.�� <br /> K:\01992-010\Cad\Exhibits\FIG 13.dwg,SECTION <br />