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7 F00T MIRAGRID 3XT SLOPE <br />REINFORCEMENT AT 18 INCHES <br />VERT. (OPTIONAL PER OWNER) <br />CONTROL LINE FINISH GRADE <br />ON -SITE BACKFILL 0 >18' <br />COMPACTED TO 98% STD <br />TW <br />TG 1� <br />FILTER FABRIC <br />MIRAFI 140N OR EQU <br />W.r.�.� <br />REINFORCED BACKFlLL�7_w <br />28T <br />°" GRANULAR IMPORT 0>34' <br />ak COMPACTED TO 95% MOD RETAINED B <br />GRANULARIMPORTLO >34' <br />28M <br />14 COMPACTED TO 95% MOD <br />REDI -ROCK <br />WALL UNITS <br />28M <br />H <br />RL= 15' -0" — <br />5' BATTER <br />28M <br />'"}�' o 0 o a <br />tl 3/4" CLEAN MIRAGRID UNDISTURBED SOIL, <br />r+ CRUSHED ROCK 3XT 1 <br />SLOPE BASED ON <br />1 FIELD CONDITIONS <br />28M <br />12 "MIN <br />FINISH GRADE <br />28M <br />MIRAGRID,, <br />ANCHORED TAIL 3'MIN �SXT <br />18" <br />28B <br />r <br />BW <br />1� 12 "MIN <br />` ° � ' <br />^� LEVELING PAD <br />3/4" CLEAN CRUSHED ROCK, <br />4" NON - PERFORATED HDPE <br />DISCHARGE IN MAX 50' O.C. <br />6" B <br />VIBRATORY COMPACTED <br />6" 4" PERFORATED HOPE UNDER DRAIN PIPE <br />SLOPE AT 2% MIN TO DAYLIGHT <br />MIN B +12" <br />SLOPE AT 2% MIN TO DISCHARGE PIPES <br />COMPACTED <br />SUBGRADE <br />4 <br />TYPICAL SECTION <br />A <br />NTS <br />goer <br />(Not to scab) CADF <br />