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HALF BLOCK <br /> ULTRA BLOCK UNIT <br /> STANDARD <br /> 1.25'X 2.5'X 5' <br /> ULTRA BLOCK UNIT <br /> 2.5'X 2.5'X 5' <br /> ROA D�YAY <br /> 77 STANDARD <br /> ULTRA BLOCK UNIT <br /> 2.5'X 2.5'X5' <br /> MIRAFI 140N <br /> FABRIC OR EQUAL MIRAFI 140N <br /> FABRIC OR EQUAL <br /> STRUCTURAL BACKFILL <br /> PER� GEOTECHNICAL STRUCTURAL BACKFILL <br /> REPORT <br /> PER GEOTECHNICAL <br /> REPORT <br /> 20'\1AX <br /> 21.25'MAX <br /> 12 INCH WIDE <br /> DRAIN ROCK COLUMN i 12 INCH WIDE <br /> 8/4'WASHED ROCK DRAIN ROCK COLUMN <br /> (<2%FINES) 3/4'WASHED ROCK <br /> (<2%FINES) <br /> -Z=r POND <br /> 2.5'MIN <br /> 4-INCH THICK G"CRUSHED/ 4-INCH THICK YE-CRUSHED/ <br /> ROCK LEVELING PAD FIRM AND STABLE SUBGRADE ROCK LEVELING PAD <br /> VERIFIED BY GEOTECHNICAL ENGINEER FIRM AND STABLE SUBGRADEVERIFIED BY GEOTECHNICAL ENGINEER <br /> 22.5'ULTRA-BLOCK WALL <br /> NOT TO SCALE 23.75'ULTRA-BLOCK WALL <br /> NOT TO SCALE <br /> Terra 225-23.75'ULTRA BLOCK WALL DETAILS <br /> POWDERMILL BUSINESS CENTER <br /> Associates, Inc. EVERETT,WASHINGTON <br /> go Consultants in Geolechn-I Engineering <br /> Geology and 1 <br /> Environmental Earth Saences Pro NO.T-6241 Date JUNE 2014 Figure 10 <br />