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APPROX. <br />8.5%APPROX.2%APPROX.2%A <br />P <br />PRO <br />X <br />. <br />8%APPROX.8%1.0% <br />1.0%1.0%1.0%1.0% <br />7.0%2:12:12:12:12: <br />1 <br />B <br />4 <br />50' (TYP)50' (TYP) <br />SEE NOTES 1 AND 2 <br />SEE NOTES 1 AND 2 <br />ACCESS RAMP <br />LYSIMETER ACCESS <br />RISER <br />PAN LYSIMETER <br />252223242623 <br />24 25303536 <br />37 <br />38 <br />3637383936 <br />37 <br />38 <br />36 <br />37 <br />38 403637383941303525 <br />30 <br />352530353030353540 30 <br />30 <br />35 <br />35 <br />40 <br />40 <br />40 <br />40 <br />25 <br />30 <br />35 <br />35 <br />25303030353535 39 <br />A4X1 <br />X3X4 <br />X5 <br />X6 <br />X7 <br />X8 <br />X9 <br />X10 <br />X11 <br />X12 <br />X13 <br />X14X15 <br />X16X17 <br />X18 <br />X19 <br />X20 <br />X21X22 <br />X23 <br />X24 <br />X25 <br />X2 <br />NORTHERN PERIMETER <br />DITCH AND BERM <br />SOUTHERN PERIMETER DITCH <br />CONSTRUCTION CONTROL POINTS <br /># <br />X1 <br />X2 <br />X3 <br />X4 <br />X5 <br />X6 <br />X7 <br />X8 <br />X9 <br />X10 <br />X11 <br />X12 <br />X13 <br />X14 <br />X15 <br />X16 <br />X17 <br />X18 <br />X19 <br />X20 <br />X21 <br />X22 <br />X23 <br />X24 <br />X25 <br />NORTHING <br />2140496.78 <br />2140481.97 <br />2140258.06 <br />2140256.27 <br />2140301.76 <br />2140322.66 <br />2140478.73 <br />2140487.47 <br />2140498.39 <br />2140470.39 <br />2140455.12 <br />2140463.59 <br />2140275.07 <br />2140283.33 <br />2140284.36 <br />2140285.47 <br />2140286.52 <br />2140300.48 <br />2140313.59 <br />2140305.43 <br />2140289.46 <br />2140290.02 <br />2140295.71 <br />2140458.91 <br />2140466.87 <br />EASTING <br />6362900.96 <br />6362903.31 <br />6362900.85 <br />6362443.59 <br />6362443.59 <br />6362475.78 <br />6362671.39 <br />6362714.29 <br />6362871.92 <br />6362758.40 <br />6362758.75 <br />6362881.86 <br />6362883.78 <br />6362517.52 <br />6362472.07 <br />6362471.59 <br />6362471.57 <br />6362491.93 <br />6362507.38 <br />6362506.93 <br />6362512.24 <br />6362487.25 <br />6362495.59 <br />6362680.71 <br />6362716.85 <br />ELEV. <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />35.00 <br />24.91 <br />24.71 <br />25.46 <br />26.46 <br />21.61 <br />21.01 <br />21.00 <br />21.01 <br />21.30 <br />21.55 <br />18.48 <br />18.51 <br />18.21 <br />18.30 <br />24.36 <br />24.65 <br />LEWIS ENGINEERINGNOT FOR CONSTRUCTIONNOTES: <br />1. INSTALL PREFABRICATED HDPE BOOT AT PIPE <br />PENETRATION INTO THE RETENTION BASIN. <br />2. EXTEND PIPE 1' BEYOND INTERSECTION WITH RETENTION <br />BASIN SLOPE. INSTALL ONE WAY VALVE AT END OF PIPE. <br />LEGEND <br />EXISTING GROUND CONTOUR (5-FT) <br />EXISTING GROUND CONTOUR (1-FT) <br />PROPOSED GROUND CONTOUR (5-FT) <br />PROPOSED GROUND CONTOUR (1-FT) <br />GRADE BREAK <br />GRAVEL LOG ANCHOR <br />POND SAFETY LADDER <br />LYSIMETER ACCESS PIPE <br />STORM WATER PIPE <br />CONSTRUCTION CONTROL POINT <br />30 <br />30 <br />X2