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EA5 <br />fZOG I <br />DQA <br />T05 <br />PLAN <br />1/ II iki <br />3 E N G1-I <br />VIE W <br />NiS <br />TOE 5F NGH <br />- W,A5TE PILE <br />TD E <br />/EXTEND 0004 <br />D2AIN MIN. <br />5 FT BEYOND <br />A PILE ?OE <br />_3 <br />Z <br />SECTION A -A' NT& <br />2 WASTE f lATE21AL <br />= 3' MIN. („2ANULA2 1'lA-T�RIAL <br />• _ ; ,., -:: N. (NOTE I) <br />;= , . <br />EXISTING <br />M °-� G 20VND IN• � � � � T'IIN. SV(2FL1Gt <br />NOTES <br />101 P'IINJ. <br />SECTION 8 -I3' ITS <br />FILTE2 <br />F4.5216 <br />I. GRANULAR MATERIAL SHALL CONSIST OF NON - DEGRADABLE, <br />NON -ACID OR TOXIC ROCK-NO MORE THEN 10 PERCENT OF <br />THE ROCK MAY BY LESS THAN i INCH IN SIZE AND NO SINGLE <br />ROCK MAY BY LARGER THAN S INCHES. <br />2. TOE BENCH SHALL BE EXCAVATED TO THE DIMEN51CNS AND <br />SHAPE AS SHOU,N ON THE DRAWING. <br />3. GRANULAR MATERIAL SHALL BE PLACED IN LAYERS NOT <br />EXCEEDING 12 INCHES M THICKNESS AND COMPACTED BY <br />A MINIMUM OF THREE PASSES OF HEAVY CONSTRUCTION <br />EQUIPMENT. <br />WASTE MATERIAL <br />' MIN. <br />120GIC P2AIN <br />� �XISIING <br />�20UNp <br />SU 12FAGE <br />* FIGURE 4 <br />EAST SIDE TOE BENCH <br />004323 <br />