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2 <br />NOT TO SCALE <br />TRACKER X-SECTION & GRADING TOLERANCE EXHIBIT <br />PROFILE VIEW EAST <br />FILL REQUIRED <br />GRADEX" DESIGNGRADING TOLERANCECUT REQUIRED <br />TOP OF PILE <br />MIN. PILE REVEAL <br />MAX. PILE REVEAL TOTAL PILEREVEAL TOLERANCE1 <br />NOT TO SCALE <br />TYPICAL SOLAR ACCESS ROAD <br />SLOPE TO <br />EXISTING <br />GROUND <br />SLOPE TO <br />EXISTING <br />GROUND <br />NOTES: <br />1.2% CROSS SLOPE IS TYPICAL, BUT CAN BE ADJUSTED DOWN TO MATCH EXISTING GROUND SLOPE IN <br />ORDER TO PROMOTE CONTINUED SHEET DRAINAGE ACROSS ROAD. CROSS SLOPE SHALL NOT BE LESS <br />THAN 1%. <br />2.ROAD GRADES ARE TYPICALLY INTENDED TO MATCH ADJACENT GRADE ALLOWING DRAINAGE TO SHEET <br />ON AND OFF OF ROADS EVENLY. CARE SHOULD BE TAKEN TO FIELD ADJUST ROAD GRADES OR DITCH <br />AND LOW WATER CROSSING LOCATIONS AS NECESSARY TO PREVENT RUNOFF FROM CONCENTRATING <br />ALONG ROAD EDGES CAUSING EROSION. <br />3.NO GEOTECH REPORT HAS BEEN COMPLETED. ROAD SECTION DESIGN SHOWN IS PRELIMINARY AND MAY <br />CHANGE PENDING THE FINAL GEOTECH REPORT. STRUCTURAL DESIGN OR ANALYSIS HAS NOT BEEN <br />PERFORMED REGARDING ACCESS ROAD DETAILS. <br />ROAD WITH CROWN <br />ROAD WITH SUPERELEVATION <br />2% SLOPE (TYP), MIN 1%2% SLOPE (TYP), MIN 1%EDGE OF GRAVELEDGE OF GRAVELEDGE OF GRAVELEDGE OF GRAVEL2% SLOPE (TYP), MIN 1% <br />2% SLOPE (TYP), MIN 1% <br />1 <br />: <br />11:11 <br />: <br />1 <br />1:17.5'7.5' <br />7.5'7.5' <br />6" AGGREGATE BASE <br />12" COMPACTED SUBGRADE <br />6" AGGREGATE BASE <br />12" COMPACTED SUBGRADE <br />CL <br />CL <br />3:1 <br />3:1