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rr <br /> R R/W <br /> 30' 30' <br /> CONCRETE 5' 5' 40' F—F 5' <br /> SIDEWALK NEW CONCRETE <br /> CURB AND GUTTER <br /> 7'4 Mqk 2.0% 2.0% 2.0% •4 MPX <br /> •4 MAX .: 7:4 MAX <br /> INSET B INSET A <br /> 6" MIN. TOPSOIL AND SEED ON ALL <br /> DISTURBED AREAS <br /> 1.5" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> 2" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C) <br /> 6" RECLAIMED AGGREGATE BASE <br /> APPROVED 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 /> F-I B 701 Xenia Avenue South,Suite 300 IMPROVEMENT PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55416 TYPICAL SECTION <br /> www.wsbeng.com FIGURE <br /> Business Center Drive, Gary Street r''o' <br /> Inc. �- O <br /> E II ENGINEERING rPLAN INGBIICONSTRUCTION ELK RIVER, MINNESOTA EliVii.�� <br /> K:\01992-010\Cad\Exhibits\FIG 10 REV.dwg,SECTION <br />