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19 <br />PROFILE OF DIIGH GHAUL <br />PLAN VIEW SHOWING S00 <br />SECTION <br />MORTAR RUDBLE MASONRY <br />PROFILE OF DITCH GRADE <br />d NOTE: NUMBER REOUIRED WILL BE <br />DETERMINED BY VERTICAL SPACING. <br />SECTION <br />SOD DITCH CHECKS <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 />QUANTITIES <br />nWq EACH <br />SQ. YD. <br />2:1 123 8 <br />3 : 1 13.53 S <br />4:1 153 10 <br />DITCH CHECKS. <br />MORTAR RUBBLE MASONRY & SOD <br />STATE HIGHWAY COMMISSION OF WISC. <br />RECOMMENDED FOR APPROVAL: <br />DESIGN ENGINEER <br />DATES CONSTRUG ON ENGINEER <br />DRAWN DIS[ 8I?re. <br />CHECKED IVF[, ST.TE h <br />Q U A N T I T I E S <br />33 <br />3 33 <br />W <br />SOD <br />SQ. YO. <br />EACH <br />CU. YD. <br />2:1 <br />123 <br />4.0 <br />0.67 <br />331 <br />13-53 <br />4.33 <br />0.75 <br />4.1 <br />ISS <br />4.67 <br />0.83 <br />PROFILE OF DITCH GRADE <br />d NOTE: NUMBER REOUIRED WILL BE <br />DETERMINED BY VERTICAL SPACING. <br />SECTION <br />SOD DITCH CHECKS <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 />QUANTITIES <br />nWq EACH <br />SQ. YD. <br />2:1 123 8 <br />3 : 1 13.53 S <br />4:1 153 10 <br />DITCH CHECKS. <br />MORTAR RUBBLE MASONRY & SOD <br />STATE HIGHWAY COMMISSION OF WISC. <br />RECOMMENDED FOR APPROVAL: <br />DESIGN ENGINEER <br />DATES CONSTRUG ON ENGINEER <br />DRAWN DIS[ 8I?re. <br />CHECKED IVF[, ST.TE h <br />