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10.1. SR 01-22-2013
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10.1. SR 01-22-2013
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1/24/2013 3:32:01 PM
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1/18/2013 10:58:21 AM
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City Government
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SR
date
11/13/2012
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FF <br /> R R/W <br /> 30' 30' <br /> 5' 24' 5' <br /> PROPOSED <br /> EXISTING <br /> ¢ MAX 4.0� �— 2.t3% 2,0% —� 4�% 1.4 MAx <br /> 1:4 MAx 1:4 MAX <br /> INSET A <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 /> 1.5"-3.0" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C) <br /> 2357 BITUMINOUS TACK COAT <br /> EXISTING STREET SECTION <br /> INSET A <br /> 2013 STREET <br /> �� 741 xenia Avenue Soulh,Suite app RECONSTRUCTION PROJECT WSB NO.1992-01 <br /> Minneapolis,MN 55415 <br /> www TYPICAL 5 E CTI�N <br /> .wSbeng-coin FIGURE <br /> qtr assn <br /> inc. 202nd Avenue NON <br /> ^- 3 <br /> III-7GL54IAem-Fa.763511_1709 Elk _ <br /> INFRASTRUCTURE ENGINEERING PLANNING WNSTRUnDN ELK RIVER, MINNESOTA <br />
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