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BENCH MARKS \\s R@ 3 --:P P.T. 85+22.4 <br />NO. <br />STA. <br />DESCRIPTION <br />ELEV. <br />27 <br />65+60 <br />SPIKE IN P.POLE <br />122'LT 1124.38 <br />28 <br />69+94 <br />" " " <br />340'LT 1091.55 <br />29 <br />71+24 <br />18"OAK <br />14'LT 1076.81 <br />30 <br />80+73 <br />AON NW COR.SHED FOUND. <br />II'RT 1060.46 <br />1.31 <br />69}80 <br />SPIKE IN P. POLE <br />43'RT 973.98 <br />'2s• Ao 9�� �\ oA, � i <br />S a mb P.1.81t86.3 w\ a <br />N M\\\Q\, P.O.T. 3D+43.1 ����� \v - F -P-- 33 F.P, 4 S0894I5) 6 9 <br />x6p* . r <br />g0 <br />KENNETH J.GJESVOLD SWI/4-SWI/4-SEC. 15 <br />SE 1/4 -SE 1/4 -SEC. 16 <br />ANDREA NYGAARD ETAL,VENDOR OBLITERATEI 0� <br />M ILO KNUDTSON , VENDEE OLD ROAD •o�, <br />1 NWI/4-SEI/4-SEC.16 w.P.aL. <br />P.1.62t94.7 /' // ' p0 <br />i ^p R di 0 <br />F. P. - F. P. c 1 p <br />} / N 65' �p / <br />i0 O }� �. <br />_ _ <br />65 S 650 10'30"E MAG) <br />Toll "LH <br />/ nM P. REMOVE C.P. 90 63' <br />o 1-24"X 30' IN PL. 1-18"X 31' I N PL. ---'�- i <br />-' <br />MT. MORES TEL+CO. F <br />�� - 0 \ e b 3f ST <br />�� 49 PRT SWI/4-SEI/4-SEC. 16 SEI/4-SEI/4- SEC. 16 a S <br />ol <br />P.I. STA. 62+94.7 KENNETH J. GJESVOLD <br />-211 03 P.I. STA.81t86.3 <br />I <br />° ' 1 - 193.30' 30" bb. - <br />a A _ 3e°03' A - I3. 30' 30" 0x �r �`'. <br />D 4 D - 2' Q�e ��;?z� H RBERT SWINGEN <br />6' T - 3 9 7.9' F. P. <br />/Q� I T- 3 39.3' <br />'Z � <br />y L- 6 7 5.4' �. R <br />x� L - 776.3' Fes' ��� ��; e \PRT NWI/4-NWI/4-SEC.22 _ <br />E - 54.3' 00 10 ate..P 5 E - 20.0' S <br />o R - 1432.40' y2 �p oo-5�� �- P.C.78+47.0 a� R - 2864.79' \ <br />SE. -0.062 FT/ FT. P.T. 66+73.1 0 D+00 P.O.T. 71+34.5= -1 SE -0.035 FT/FT. NEI/4-NEI/4-SEC. 21 <br />C - 43,317 C.Y. <br />R-47,014 C.Y.'x' <br />.Y <br />1130 - ��� E.B.S.-557 \ 1030 <br />X RESERVE 7,480 C.Y. FOR SELECT EXCAVATION \ <br />t <br />\ STA.OD+ 50 C.P. CLASS III REO'D. \ <br />1120 ROCK PROFILE • �\\ 1090 1-24"X 54' SKEW 30° L.H.F. \\ 1020 <br />V C = 14 00' <br />\ ROCK PROFILE \ <br />1110 00% 1080 1010 <br />o O \ <br />o M OD tD \ <br />O \ <br />+ m OD OD co \ <br />1100 o O m O O O o \\ 1000 <br />3D 2D ID OD - \ <br />m+ \ d Vd - <br />S. R. LT. D LINE m a o \ <br />r + ® \ <br />1090 ' STA.71+34.5= OD+00 Z mo \ \ <br />990 <br />STA. 78 + 00 �� ~a .o <br />FINISHED GRADE1-72" X 50' PIPE CATTLE PASS REO'D. > <br />0 <br />1080 0Z <br />o ` 980 <br />STA. 72 + 00 C.P. CLASS III REO'D.vc=600' + v <br />m <br />1-24" X 66' SKEW 30° L.H.F. \ ' o <br />1070 BREAKER WALL �� a 970 <br />�- > V.P. I. 81+91.18 <br />1055.90 M <br />-15-/. OD N <br />M <br />' <br />1060 V.P.I. 73+05.00 M Of 960 <br />1068.19 d M <br />V.P.C. 77+41.18- <br />1062.65 <br />1050 <br />- ROCK PROFILE V C=900 <br />\\\_ <br />NIn <br />95D <br />M ID 0 M N N N OD d N N N N N <br />-7 D - -in 0 D apl: N N P M ID 01 ) InM M O OD N <br />N D D w w {D In In O O In <br />0 OW <br />1040 - O O o O o 0 0 O o 0 o O oo O 0 <br />- - - - - - - - - - - - - - - - 940 <br />60 1 2 3 4 65 6 7 8 9 70 1 2 3 4 75 6 7 8 9 80 1 2 3 4 85 6 7 8 9 90 1 92 <br />