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rr <br /> R R/W <br /> 33' 33' <br /> CONCRETE 5 30' — 52' F—F 5' <br /> SIDEWALK NEW CONCRETE <br /> CURB AND GUTTER <br /> 4 Mqx 2.0% �— 2.0% 2.0% 4�% 1•4 MPX <br /> �:4 <br /> 1-.4 MAX ,: MAX <br /> INSET A <br /> INSET B <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 /> 8" 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 /> El 701 Xenia Avenue South,Suite 300 IMPROVEMENT PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55416 TYPICAL SECTION <br /> kk www.wsbeng.com FIGURE <br /> Railroad Drive r 'o' <br /> _763-541-4800-Fax 763-541-1700 �Mveft:: <br /> GINEERING r PLANNING IICONSTRUCTION ELK RIVER, MINNESOTA <br /> K:\01992-010\Cad\Exhibits\FIG 11.dwg,SECTION <br />