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R/W R/W <br /> 30' 30' <br /> 35' B-B <br /> PROPOSED 8' <br /> EXISTING TAPERED <br /> EDGE MIL <br /> �- 2. 0 2.0% <br /> INSET A 1 -1/2" MILL BELOW <br /> SURMOUNTABLE CONCRETE EDGE OF CURB <br /> CURB AND GUTTER <br /> 6" MIN. TOPSOIL AND SEED ON ALL <br /> DISTURBED AREAS BEHIND CURB <br /> NOTE: <br /> EXISTING ROAD CROSS SECTION HAS LESS THAN 2% CROSS SLOPE. <br /> FULL WIDTH OVERLAY THICKNESS VARIES TO RE-ESTABLISH 2% <br /> CROSS-SLOPE. <br /> 8' EDGE MILL BITUMINOUS PAVEMENT AND FULL WIDTH OVERLAY <br /> 1.5"-3,0" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB24OC) <br /> 2357 BITUMINOUS TACK COAT <br /> EXISTING STREET SECTION <br /> INSET A <br /> �, 2013 STREET <br /> 701 xenia Avenue South,Suite 300 RECONSTRUCTION PROJECT WSB NO.1992-01 <br /> ��1�+p Minneapolis,MN 55416 TYPICAL SECTION CTI dN �' <br /> YY�7L? �g °°rn FIGURE <br /> Deerfield 41h Addition,Meadow ale Heights <br /> g Rssoc;ares, Inc. ��� •�- <br /> INFRASTRUCTURE ENGINEERING PLANNING COJSTRUCTION ELK RIVER, M I N N ESOTA <br />