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20 Fr. <br /> EXISTING GROUND <br /> 7 Fr. 6 FT. 7 Fr. LINE <br /> _3_ - 3 <br /> —I1 A 1 <br /> o°000. 3 SEE NOTE 2 I 3 .o•0000°o <br /> 100 o°oo°o° - •I1 1 °•oo°o o 6•. <br /> ���'�� °° °°°° ::� �j� 1 .5Fr. <br /> 1. 1100 �� °.°°°°°°°°°°°°°°°°°°°°°°°°° <br /> AD OrNelirvoggienflp <br /> A <br /> PROFILE ALONG CENTERLINE OF CROSSING <br /> 3 <br /> Ii 6 INCHES CRUSHED STONE <br /> ogogogogogogogo0ogogogogogogogogo. <br /> o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_. <br /> .ti••..•ti••:••ti••1��:.� 12 INCHES GRADED ROCK <br /> " at 014'212 <br /> 6 F <br /> SECTION A—A <br /> QUANTITY ESTIMATE* <br /> EXCAVATION U CU. YD. <br /> CRUSHED STONE 18 CU. YD. <br /> CRUSHED STONES CONSISTS OF 100% PASSING 3/4" <br /> SIEVE AND 10% MAXIMUM PASSING THE #200 SIEVE. <br /> GRADED ROCK 37 CU. YD. <br /> GRADED ROCK: 100% PASSING THE BASE COURSE SEE REVERSE SIDE FOR <br /> THICKNESS DIMENSION WITH A MAX. OF 10% PASSING ADDITIONAL INFORMATION <br /> THE 3/4" SIEVE. ALL SIZES BETWEEN THE LIMITS ARE <br /> TO BE REPRESENTED. <br /> SEEDING 0 ACRES <br /> *ESTIMATED TO THE NEAT LINES AND GRADES <br /> NOTES: <br /> 1. COMPACT SURFACING MATERIAL BY EQUIPMENT TRAVEL. <br /> 2, CROSSINGS SHALL HAVE THE TOP-MOST SURFACE LAYER AT THE <br /> SAME LEVEL AS THE NATURAL STREAMBED IMMEDIATELY UPSTREAM <br /> AND DOWNSTREAM FROM THE CROSSING <br /> SITE OR STATION <br /> THIS STANDARDIZED DESIGN MUST BE ADAPTED TO THE SPECIFIC SITE. <br /> WI-405B Page 1 of 2 <br /> USDA United States ROCK CROSSING Date File Name <br /> Designed WI-405B <br /> Department of (ROCK BASE) <br /> Agriculture Drawn Date <br /> Natural Resources CLIENT: <br /> Checked 07/14 <br /> Conservation Service COUNTY: Approved Sheet of <br />