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ORV ILLE KELLESVIG <br />NE I/4 - SW 1/4 SEC. 28 <br />BENCH MARKS <br />I STA. <br />OBLITERATE OLD ROAD <br />ELEV <br />P. STA. 66+21.3 <br />SPIKE IN P.POLE <br />100'RT. 867.60 <br />28+79 <br />P.C. 63+859 <br />_ 165°57' <br />63+23 <br />18 C.WOOD <br />42'RT. 94719 <br />14.03' <br />D - 3• <br />" " TW.18•W.CH. <br />I i h• <br />\ <br />P. POLE <br />T- 23S. 4' <br />L- 468. <br />E 14.4 <br />- 14. q' <br />.. 33+66.67 <br />1 I <br />a' <br />_ <br />- <br />R - 1909.86' <br />• �' <br />W <br />----- 1.__` <br />x00 <br />%C <br />m <br />\5 E.- 0.066 FT./FT. <br />LL <br />m <br />:m m <br />O 0 O = a 0 N N N <br />• -- ~J <br />'m <br />80, \ <br />INTERCEPTING 1 <br />EMBANKMENT <br />•\ <br />�`-� + <br />�- ____ <br />------ <br />, <br />101 ��`• <br />65 <br />6 <br />60 <br />8 <br />9 <br />W.P. <br />1- <br />3 <br />4 <br />75 <br />6 <br />10, <br />57- <br />ORV ILLE KELLESVIG <br />NE I/4 - SW 1/4 SEC. 28 <br />BENCH MARKS <br />I STA. <br />DESCRIPTION <br />ELEV <br />52+33 <br />SPIKE IN P.POLE <br />100'RT. 867.60 <br />28+79 <br />T. •' <br />24'RT. 887.64 <br />63+23 <br />18 C.WOOD <br />42'RT. 94719 <br />68+56 <br />" " TW.18•W.CH. <br />62'LT. 934.Q5 <br />2+50 <br />P. POLE <br />38'R T. 899.13 <br />�y0 <br />x / b- <br />h� ORVILLE KELLESVIG <br />NW <br />I/4 I/4 - SE I/4 SEC. 28 <br />P.O.T. ¢8+00 q Z0 P.1.66t 21 3 <br />�.. s <br />' I <br />900i <br />` 48 +00 C.P. CLASS ME REQ'O. <br />1- 24" X 56' <br />890: <br />Qoa N Di ,n O am <br />BBQ! (!101 <br />to CD m cr m <br />+8418. 213 3:9 4.8 5.8 68 <br />SIbE ROAD RT. <br />'8' L N. <br />V.C. s 600' C <br />TA. -644--5o, C.R;CLASS <br />Iti REO'D. <br />� 1- 24' X 82' / <br />i <br />v C, - 1,000' <br />' v <br />HAROLD MAURER <br />SW1/4 - NE 1/4- SEC. 28 <br />"p P.T.68t50,2 <br />J� <br />S0254 15)6.,. <br />180.2 4 <br />5931-1-70,71,72 <br />I Y E%ISTIN6 f <br />I PIPE <br />1 DITCH 70 <br />B. W N. <br />EQUATION a <br />END OF PROJECT $0254(5) SEC.I <br />STA.78+05.7-STA.O+00 PROJECT S0254 (4) <br />V.C. • 650• <br />HAROLD MAURER <br />- AFP F.P. <br />V VV P.1.78+05.7- <br />0+00 <br />o'EP' _ +05.7 <br />O <br />O <br />N <br />CD <br />N <br />CD <br />a' <br />- <br />Fn <br />Q? <br />m <br />m <br />n <br />574.52+70 <br />---��1- <br />C <br />N <br />N6 <br />N <br />.. 33+66.67 <br />1- 72" X 52' PIPE CATTLE PASS REO'D. <br />a' <br />_ <br />- <br />m <br />O <br />N <br />O <br />M <br />O <br />N <br />0 <br />- <br />O <br />- V) N CD N O O a <br />m <br />m <br />:m m <br />O 0 O = a 0 N N N <br />!00 <br />'m <br />. <br />m m m <br />m (h m m m m m m m <br />1 <br />2 <br />3 - 4 - 55 <br />6 - 7 - 3 9 60 1 12 3 4 <br />v C, - 1,000' <br />' v <br />HAROLD MAURER <br />SW1/4 - NE 1/4- SEC. 28 <br />"p P.T.68t50,2 <br />J� <br />S0254 15)6.,. <br />180.2 4 <br />5931-1-70,71,72 <br />I Y E%ISTIN6 f <br />I PIPE <br />1 DITCH 70 <br />B. W N. <br />EQUATION a <br />END OF PROJECT $0254(5) SEC.I <br />STA.78+05.7-STA.O+00 PROJECT S0254 (4) <br />V.C. • 650• <br />HAROLD MAURER <br />- AFP F.P. <br />V VV P.1.78+05.7- <br />0+00 <br />o'EP' _ +05.7 <br />O <br />O <br />N <br />CD <br />N <br />CD <br />a' <br />- <br />Fn <br />Q? <br />m <br />m <br />n <br />ID <br />N <br />N <br />N <br />C <br />N <br />N6 <br />N <br />N <br />I. <br />a' <br />_ <br />- <br />m <br />O <br />N <br />O <br />M <br />O <br />N <br />0 <br />- <br />O <br />m <br />m <br />m <br />m <br />ol <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />65 <br />6 <br />7 <br />8 <br />9 <br />_ 70 _ <br />1 <br />2 <br />3 <br />4 <br />75 <br />6 <br />7 <br />57- <br />9501 <br />