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rl <br />N <br />O <br />0 <br />.0 <br />O <br />U) <br />.1 °0p_ 18 <br />51, .0 <br />\PERIMETER <br />< <br />GROUNDWATER <br />DRAIN (IF REQUIRED <br />3: S <br />I <br />+cg <br />All <br />R R MCGEE WELL <br />III '.i <br />STA: 1+o0 TO 21 +00 1L <br />APPROXIMATE LIMITS OF TOE BERM <br />o <br />+ <br />/ <br />z <br />In <br />c <br />0 <br />0 <br />CL <br />c <br />0 <br />+ <br />(D <br />10 <br />2 u�i <br />IL + <br />(A ou 8 <br />C <br />LEGEND: <br />PROPERTY LINE <br />+ <br />41 L) , cm <br />c <br />III Iyl �,�II' <br />r <br />- - - - - - - - - - - RELOCATED PIPES <br />uJ <br />I I _ <br />/, <br />+ <br />—E— UNITED POWER EXISTING ELECTRIC LINES <br />J U) <br />EXISTING GAS <br />EXISTING FENCE <br />- - - - - - EXISTING CONTOURS <br />L <br />—4860 PROPOSED CONTOURS <br />\ A <br />WETLAND VEGETATION <br />STA- 96+50 TO 105-00 <br />APPROXIMATE LIMITS OF TOE BERM <br />r <br />o <br />+ <br />I <br />LINER CONTROL LINE <br />1+00 <br />c <br />83 <br />1A <br />''', <br />so 0 100 200 300 <br />100 <br />c <br />1 = = X865 � � \ <br />� <br />I � <br />i <br />� a <br />— <br />— — <br />ioo+'oo <br />102+00 <br />SCALE IN FEET <br />NOTE: <br />z <br />LIMITS OF EXCAVATION SHOWN ARE APPROXIMATE. <br />EXCAVATE TO LIMITS DETERMINED IN THE FIELD BY <br />0 <br />ENGINEER. <br />4890 <br />u <br />4890 <br />E <br />4880 <br />W <br />4880 <br />a <br />z <br />XISTING G <br />4870 <br />1 <br />4870 <br />--- - <br />--------- <br />------- <br />t <br />4860 <br />- <br />- - - - - <br />-------- <br />4860 <br />— <br />U) <br />TOP CF <br />GRAVEL <br />Z <br />4850 <br />> <br />4850 <br />uj <br />4840 <br />4840 <br />----- - <br />--- <br />---- ---- <br />---------- <br />------------- <br />----------- <br />BE DROCK <br />z <br />4830 <br />--- <br />---------- <br />- -- -z <br />------- ---------- <br />-------------------- <br />---------- <br />4830 <br />4820 <br />4820 <br />361m <br />BOTTOI I <br />OF KEYWA) <br />4810 <br />4810 <br />J 0 07121 <br />D y 4r24108 <br />pm ft TPY <br />4800 <br />D.Ab-I By TPY <br />4800 <br />icy <br />JT-Profile <br />6 <br />100'hl5V <br />Sheet: <br />81+00 82+00 83+00 <br />84+00 85+00 86+DO 87+00 88+00 89 +00 90+00 <br />91+00 92+00 <br />93+00 94+00 <br />95+00 96+00 <br />97+00 98+00 99+00 100+00 <br />101+00 102+00 103+00 ic <br />+00 106+00 106+57.83 <br />