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rr <br /> R R/W <br /> 25' 25' <br /> 5' 33' — 35' B—B 5' 5' <br /> CONCRETE CURB EXISTING <br /> GUTTER (B618) CONCRETE <br /> WALK <br /> 4 MqX 4.0� •�% 2_0% <br /> —� �— 2.0� 2.0� —� 4 <br /> JA <br /> 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 /> SCARIFY AND RECOMPACT SUBGRADE (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 /> Residential:3rd Street NW r `° <br /> & ASS°°°res, Inc. From Holt Avenue to Evans Avenue Q -�-- 2 <br /> INFRASTRUCTURE II ENGINEERING II PLANNING BIICONSTRUCTION ELK RIVER, MINNESOTA IUVer <br /> K:\01992-010\Cad\Exhibits\FIG 12.dwg,SECTION <br />