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Q a <br />s� "to P.I. STA.39+83.7 BENCH MARKS P.C.58t96.8 <br />\\\\ ��7. 1 - 14 412" <br />\ P.C.35t07.2 PRT NWI/4-SWt/4 AD _ 46.48' <br />\\ T - 476,5 <br />33, \ W. P. 8 L. 2 L - 9 2 0.0' <br />30 /1 E - 77.2' <br />+' 7 R - 1432.40' <br />\\ \ \\ S E - 0.062 FT, FT. <br />\\� `ssgO\\ ?G O@ <br />NO. <br />STA. <br />DESCRIPTION <br />ELEV. <br />22 <br />34+25 <br />SPIKE IN P.POLE <br />105' LT <br />1015.33 <br />23 <br />39+71 <br />" " 20"OAK <br />112' LT <br />1047.84 <br />24 <br />43+83 <br />"P. POLE <br />57' LT <br />1061.93 <br />25 <br />51+42 <br />" " T. POLE <br />I' RT <br />IIOLO0 <br />26 <br />58+02 <br />+ON NE COR. BOT.STEP <br />73'RTI <br />1135.48 <br />4 S0894 (5) 5 79 <br />I <br />FP <br />P FP <br />a <br />ANDREA NYGAARD ETAL,VENDOR <br />O t P. O.C. 38+50= ti MILO KNUDTSON,VENDEE <br />\��\ 530,50. CO RO QTF 08t oo N W 1/4 - S E 1/4-SEC.16 <br />4 J <br />F/M II11 \ O 0 WILLIAM H. KELLESVIG <br />\� \ of „y NEI/4-SWI/4-SEC. 16 n <br />REMOVE C.P. <br />I-12 X 43' IN PL. hp <br />�xXpp m <br />43 <br />\\ fry \ < \ MT. HO E8 TEL. CO. aX 2 A. OD <br />+ W <br />80, <br />\ <br />OVADAL \ \ M?3 \ 102" 66 0 50' a 55 4 <br />�0 �• �. � � � � 49.5' � --- <br />PRT NWI/4-SWI/4 _. - _ --------_-- --- ------ --------- <br />--�� 60 <br />SEC. 16 P �� ----- _—_------��--- — — — <br />C\ - - ----- - — <br />P.LSTA.IB+90.4 A ' �� n° 45 �— { 8 2 --- -- — —;, <br />I - 211 ° + 7 a` __------------- _------ ----- - - -_ <br />0 - 31°27' ?@x F \ i -� - N 3°46 3 E( AG ------------- - - <br />d - _-------- -�-- ---- m 1 r 4 M. 6 49.5' �W <br />D - 30° 4j•4 O, I,�bI --------------- (go <br />I I i- 60 u 701 -�`� <br />T - 53.8' 1� i - ,�r� 50' O) <br />L - 104.8' a y /� ^ �-• 3 I PE a HAUGES' CONGREGATION <br />R - 190.99'0 70' w 1 II ^ao PRT SWI/4- SE 1/4 <br />N W 0 0 D S 4a ' I s+ _ <br />+ ¢ i �. _ I m <br />W g I0 <br />to iL <br />4. <br />JOHN OVADAL on I wPLC+e0 KENNETH J.GJESVOLD <br />�A O 0 1 t0 i P.O.T.3C+00 PRT SWI/4-S E 1/4 -SEC. 16 <br />1 Pt:O rO P.C. IB+36.6 <br />Q� / q S I/2 -SWI/4-SEC.16 N p Z <br />IF. P. I-� j a9� P o,4sJ3 P.1.39 t 8 3.7- ' — F. P - O <br />sy , P.T.2B+41.4 �s 2 dFP >. !�— P,O.T.c+00 7 = P.O.T. 3C+00 -0 a <br />AJ ?,Q y0. hP•S 3.• „�A OC+00 <br />0A P.O.T. 4 b+ 00 �' �S `F '' 7C' 3�i>,0�.'P. Ni C p V. P. I. 5 9 t B 4. 6 2 <br />a, 9, o' 9 6 9 9 <br />1 9, <br />'iId Y <br />1B15 <br />5.046, <br />F.P_FPF. j Z <br />�eP..F.P.2' ¢�TT F.P. - <br />s <br />1 <br />1 <br />1060 140 <br />-VoY <br />—` <br />ROCK PROFILE <br />1050 S T A. 2 B+ 00 1010 1130 D.0 0 5% SP. DITCH RT. 1130 <br />C.MC.Pj R.EO = D. FINISHED GRADE �� - ____ <br />1-36"X88' <br />/ <br />1040 1000 / <br />/ 1120 1120 <br />Nin m m , d O M /' VC= 1400' <br />co 0 0 0 / 01 m <br />1030 990— - _ N N N <br />1110 HID <br />OB IB 2'B 3B 4 B �/ OC IC 2C 3C 4C <br />i <br />S.R. RT.B LINE / z N <br />ROCK PROFILE S. R. RT. C LINE n <br />1020 STA. 38+50= OB+00 y°I• /// a STA. 57+42.7 = OC+00 m a 1000 <br />6 / a + n <br />O <br />2 - <br />1010 <br />1090 <br />� 6' <br />/ x STA. 49+00 C.P.CLASS In REO'D. <br />/ <br />1000 1-24" 48' SKEW 15° L. H.F. <br />/ X BREAKER WALL 1080 <br />`* r STA. 37+00 C..M.C.P. REO'D. <br />a 1-24"X 84' BREAKER WALL <br />990 <br />1070 <br />CD <br />° w / a m / <- ROCK PROFILE <br />980 m m m o / <br />N N N <br />_K) <br />/ JN <br />rm <br />M1 <br />060 <br />O in O N <br />O O O O to O in 1 O D cliN n � <br />CD <br />m to f-1, OD m O O <br />N N N M M M M M <br />970 01 01 01 _o _O o_ O_ O_ O O O_ O o O O O_ O_ O <br />30 1 2 3 4 35 6 7 8 9 40 1 2 3 4 45 6 7 8 9 50 1 2 3 4 55 6 7 8 9 60 1 62 <br />