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OBLITERATE OLD ROAD 0- o P. 1. STA. 66t21.3 <br />'OP.C.63t85 9 1 - 165'57' <br />01500 4L- 14"03' <br />D - 3e <br />I i ti T - 235.4' <br />ku1 4 L - 468.3' <br />j O E - 14.4' <br />/ ISI XO/0 R - 1909.86' <br />U.W <br />\S. E.- 0.066 FT./FT. <br />80' 6 6' <br />GD <br />co <br />h INTERCEPTING <br />EMBANKMENT \ <br />N52e .(MAG) 110, n <br />110' �n <br />60 <br />100' <br />W. P. 9 L. I - 12 7� E C. p �\ - - - <br />70, <br />3e06 9 10 9s, �\ B.M.II 7 <br />\ \ <liO <br />j ORVILLE KELLESVIG J0, 0x <br />NE 1/4 - SW 1/4 SEC. 28 h M <br />\ 99 N <br />-- m <br />y0 t0 <br />BENCH MARKS Xo° �0% a <br />I <br />NO <br />STA. <br />DESCRIPTION <br />ELEV <br />9 <br />52+35 <br />SPIKE IN P.POLE <br />100'RT. <br />887.60 <br />10 <br />2Bt79 <br />T. " <br />24'RT. <br />887.64 <br />11 <br />63+23 <br />" 18"C.WOOD <br />42'RT. <br />947 19 <br />12 <br />68+56 <br />" " TW. I8"W.CH. <br />62'LT. <br />934.05 <br />13 <br />2+50 <br />" P.POZE <br />38'RT. <br />899.13 <br />h0 ORVILLE KELLESVIG I <br />NW I/4 - SE I/4 SEC. 28 HAROLD MAURER <br />-Kdi d�--�F.P. FP. <br />P.O.T. 58+00 9q P.1.66t 21 3 Q P.T. 68 t 54.2 p /-`e P.1.78t05.7 <br />2, 0+00Jill I <br />- --� - - - a� P. - +05.7 <br />1 � <br />_ I 900.1 <br />4B +00 C.P. CLASS IIL RiEO'D. <br />1- 24" X 56' <br />950 89II' . - 1 950 <br />O) r) O 4,w VPL65+28.57 <br />940 880"} awl cc <br />m co m OD�m 933.83 9401 <br />PROFILE. .. <br />+84118. 2b 3; B 4i15 <br />SIbE ROAD RT. \ , - <br />/ \ <br />930 930 I <br />rn !2 V.C. _ 650' <br />920 % j r 920 <br />_ . . <br />V.C.t 600' `3' _ <br />F / FINISHED GRADE x ++ (I! <br />\ q <br />910 _ x36 a 91U <br />.- �.__.__---' ----- - ._. - _ <br />ro <br />_i ;STA. 52+50 C P.: CLASS � REO D: r <br />t- 24" X 82' r v.c. = 1,000' "' ! <br />o +0 <br />-0.4 900 <br />x <br />Oh F <br />1e m <br />-- a V.P. 1. 74+56.67 - 1 <br />890 0, <br />9X - i 902. 890 1 <br />1 <br />i <br />DITCH LT..,.- <br />I-+O.SX P.fDITCHL._ _ V <br />-' - +-a3x v' STA. 52 t 70 - <br />.1. 53+66.87 1- 72" X� 52 PIPE CATTLE PASS REWD. ' <br />8.8 0 892.00 <br />_. <br />IQ .-..N .� N Q O - (0 N OD N O O Q O O N OD W OD Q - M 0 9I In j <br />Q f N ;IfL !Q SQ m - Q r� _dp IA Q 10 IA Q N O n Q OD to M N <br />'QD 01 19D __- __..:0_. --.0 O - -N N N N N N N N - - - O O O -O 1 <br />... jm `Cp m � ----- m Of O) m to 01 O1 Of 'Os O1 � 01 Of Os 01 01 T 0) '01 Of 01 - O1 --.. .01 1 <br />5O 1 2 3 4 55 6 7 8 _9 - 60-- - 12 3 4_ -- 65- 6- _7 -. 8 - --9 70 - - -I- -- -- 3---4-� ._75�- 6 -�.ga <br />SECTION I <br />S0254(5)�� <br />\6p• 24' <br />5931-1-70,71,72 <br />HAROLD <br />M A U R E R <br />RELAY EXISTING <br />SW1/4-NEI/4-SEC.28 <br />I <br />PIPE <br />e, <br />DITCH TO RAIN <br />►` <br />r <br />I a <br />C) <br />W I1 <br />H• + <br />' v � �\J �I <br />50' <br />, W <br />4L <br />)O' <br />60.8' _ <br />------ <br />50 <br />- - - - <br />- -- - - -' <br />(lA2'G')` <br />I <br />T -Tr <br />��ry <br />-___- <br />------- <br />--- ------ <br />X8.3_ <br />6)1'L_j_� <br />40' eM/3 <br />--- <br />N <br />UNITED <br />OO <br />TEL. CO. <br />40 <br />ci <br />CD <br />\ <br />EQUATION <br />-+ <br />a <br />"N <br />END OF PROJECT 50254(5) SEC.I <br />er <br />STA.78t05.7 <br />=STA.Ot00 <br />PROJECT <br />S0254 (4) <br />h0 ORVILLE KELLESVIG I <br />NW I/4 - SE I/4 SEC. 28 HAROLD MAURER <br />-Kdi d�--�F.P. FP. <br />P.O.T. 58+00 9q P.1.66t 21 3 Q P.T. 68 t 54.2 p /-`e P.1.78t05.7 <br />2, 0+00Jill I <br />- --� - - - a� P. - +05.7 <br />1 � <br />_ I 900.1 <br />4B +00 C.P. CLASS IIL RiEO'D. <br />1- 24" X 56' <br />950 89II' . - 1 950 <br />O) r) O 4,w VPL65+28.57 <br />940 880"} awl cc <br />m co m OD�m 933.83 9401 <br />PROFILE. .. <br />+84118. 2b 3; B 4i15 <br />SIbE ROAD RT. \ , - <br />/ \ <br />930 930 I <br />rn !2 V.C. _ 650' <br />920 % j r 920 <br />_ . . <br />V.C.t 600' `3' _ <br />F / FINISHED GRADE x ++ (I! <br />\ q <br />910 _ x36 a 91U <br />.- �.__.__---' ----- - ._. - _ <br />ro <br />_i ;STA. 52+50 C P.: CLASS � REO D: r <br />t- 24" X 82' r v.c. = 1,000' "' ! <br />o +0 <br />-0.4 900 <br />x <br />Oh F <br />1e m <br />-- a V.P. 1. 74+56.67 - 1 <br />890 0, <br />9X - i 902. 890 1 <br />1 <br />i <br />DITCH LT..,.- <br />I-+O.SX P.fDITCHL._ _ V <br />-' - +-a3x v' STA. 52 t 70 - <br />.1. 53+66.87 1- 72" X� 52 PIPE CATTLE PASS REWD. ' <br />8.8 0 892.00 <br />_. <br />IQ .-..N .� N Q O - (0 N OD N O O Q O O N OD W OD Q - M 0 9I In j <br />Q f N ;IfL !Q SQ m - Q r� _dp IA Q 10 IA Q N O n Q OD to M N <br />'QD 01 19D __- __..:0_. --.0 O - -N N N N N N N N - - - O O O -O 1 <br />... jm `Cp m � ----- m Of O) m to 01 O1 Of 'Os O1 � 01 Of Os 01 01 T 0) '01 Of 01 - O1 --.. .01 1 <br />5O 1 2 3 4 55 6 7 8 _9 - 60-- - 12 3 4_ -- 65- 6- _7 -. 8 - --9 70 - - -I- -- -- 3---4-� ._75�- 6 -�.ga <br />