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STANDARD <br /> ULTRA BLOCK UNIT <br /> STANDARD 2.5'X 2.5'X 5' <br /> ULTRA BLOCK UNIT <br /> 2.5'X2.5'X5' <br /> ROADWAY <br /> MIRAFI 140N STRUCTURAL BACKFILL <br /> PER <br /> STRUCTURAL BACKFILL / FABRIC OR EQUAL REPORTGEOTECHNICAL <br /> MIRAFI 140N /�'PER GEOTECHNICAL / <br /> /FABRIC OR EQUAL l REPORT <br /> 10'MAX <br /> 12.5'MAX <br /> 12 INCH WIDE <br /> DRAIN ROCK COLUMN 12 INCH WIDE <br /> 3/4"WASHED ROCK DRAIN ROCK COLUMN <br /> (<2%FINES) 3/4"WASHED ROCK <br /> (<2%FINES) <br /> POND <br /> 2.5'MIN POND <br /> i <br /> 2.5'MIN <br /> 4-INCH THICK%e"CRUSHED/ FIRM AND STABLE SUBGRADE <br /> ROCK LEVELING PAD VERIFIED BY GEOTECHNICAL ENGINEER <br /> 4-INCH THICK%"CRUSHED <br /> ROCK LEVELING PAD FIRM AND STABLE SUBGRADE <br /> 12.5'ULTRA-BLOCK WALL <br /> NOT TO SCALE VERIFIED BY GEOTECHNICAL ENGINEER <br /> 15'ULTRA-BLOCK WALL <br /> NOT TO SCALE <br /> Terra 12.5'-15'ULTRA BLOCK WALL DETAILS <br /> POWDERMILL BUSINESS CENTER <br /> Associates, Inc. EVERETT,WASHINGTON <br /> Consultants in Geotechnicai Engineering <br /> oeoaartEnv.mnl Eh Soences Proj.No.T-6241 TD.t.JUNE 2014 Figure 8 <br />