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FINAL LIMIT OF DAYLIGHT <br />EXCAVATION LINE <br />OVEREXCAVATE <br />20' MAXIMUM <br />1 <br />1 <br />FINISH PAD <br />OVEREXCAVATE3' <br />AND REPLACE WITH <br />COMPACTED FILL <br />COMPETENT BEDROCK <br />TYPICAL BENCHING <br />OVERBURDEN \_ LOCATION OF BACKDRAIN AND <br />(CREEP -PRONE) OUTLETS PER SOILS ENGINEER <br />AND/OR ENGINEERING GEOLOGIST <br />DURING GRADING. MINIMUM 2% <br />FLOW GRADIENT TO DISCHARGE <br />LOCATION. <br />EQUIPMENT WIDTH (MINIMUM 15) <br />NOT TO SCALE <br />DAYLIGHT SHEAR KEY DETAIL <br />I STANDARD SPECIFICATIONS FOR GRADING I <br />Page 20 of 26 <br />