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FINAL LIMIT OF DAYLIGHT <br /> EXCAVATION LINE <br /> FINISH PAD <br /> OVEREXCAVATE S <br /> AND REPLACE WITH <br /> COMPACTED FILL <br /> OVEREXCAVATE <br /> 20' MAXIMUM <br /> 1 <br /> ol <br /> 1 <br /> COMPETENT BEDROCK <br /> 2°/a MIN <br /> 2' MINIMUM 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 /> STANDARD SPECIFICATIONS FOR GRADING <br /> Page 20 of 26 <br />