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SECTION <br />MORTAR RUBBLE MASONRY <br />0 U A N T I T I E S <br />lisel lowil <br />SOD <br />SO. YD. <br />I EACH <br />CU. YD. <br />2:1 12 <br />4.0 <br />0.67 <br />3:1 13.5' <br />4.33 <br />0.75 <br />4:1 1 15' . <br />4.67 <br />0.83 <br />PROFILE OF DITCH GRADE <br />NOTE: NUMBER REQUIRED WILL BE <br />DETERMINED BY VERTICAL SPACING. <br />SECTION <br />SOD DITCH CHECKS <br />QUANTITIES <br />..5.. <br />.,W„ <br />EACH <br />SO. YD. <br />2: 1 <br />12, <br />S <br />3 : I <br />13.5, <br />9 <br />4:1 <br />15' <br />10 <br />CONSTRUCTION NOTES <br />DETAILS OF CONSTRUCTION NOT SHOWN SHALL CONFORM TO THE <br />PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND <br />THE APPLICABLE SPECIAL PROVISIONS. <br />DITCH CHECKS <br />MORTAR RUBBLE MASONRY & SOD <br />STATE HIGHWAY COMMISSION OF WISC. <br />RECOMMENDED FOR APPROVAL: <br />DESIGN ENGINEER <br />DATECONSTRUCTION ENGINEER <br />APPROVED: <br />DRAWN DIV 9 <br />CHECKED ti - STATE HIGHWAY ENGINEE -8-1. 3.1 <br />