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BENCH MARKS Fl�� - ARiwP _ EPS_ P.O.T. 280+64.9 P.C. 2+ 50 <br />- <br />SECTION 2 <br />NO. STA. <br />DESCRIPTION <br />606. 5; ;.5, ___ <br />--':�;oF.P. <br />15 18+85 <br />SPIKE IN P. POLE <br />46' LT. 905.53 <br />1 32+98 <br />" " " <br />80' RT 906.23 <br />1 7 39t 51 <br />"20" B. E. <br />37' LT. 904.92 <br />\�9S 66h� POST <br />seiS •y <br />606. 5; ;.5, ___ <br />--':�;oF.P. <br />P. I. <br />STA . 35 + 44.5 •Li A\si - -. - - _� ` t <br />P. T. 16t 20 �. SS <br />P.O.T 20+00-0F.P <br />Q <br />- 120° 35' S0254(5) 49 <br />s4, <br />D <br />- 2° 30' F.P. F.P <br />\POST <br />KENNELL HELGESON VENDEE <br />5931170,71,72 <br />ALPHA HELGESON VENDOR L <br />- 816.7' <br />ALVIN PAULSON <br />SEI/4 -SEC. <br />21 <br />R -2296.83' <br />• <br />NEI/4-NEI/4-SEC.28 <br />S - 0. 046 FT/FT <br />s <br />0 <br />P. 1. <br />STA. 12t50.4 <br />�. <br />I - <br />12 3° 0 3' <br />"� <br />.4 O <br />0+ <br />G - <br />56° 57' <br />M� <br />N <br />} <br />D - <br />T - <br />70 00' <br />444.0 ' <br />} <br />OBLITERATE <br />OLD ROAD <br />0 k <br />� O <br />TOk <br />Ir <br />L - <br />81 3 .6 <br />a <br />T4 <br />R+ <br />Ir <br />I <br />E - <br />112.7' <br />O A <br />R _ <br />818.5' <br />O <br />�� <br />�1AAG1 <br />S - <br />0.0518 FT/ FT. <br />FGr -- <br />M <br />REMOVE C.P. <br />O <br />± <br />REMOVE C.P.'S <br />1- 24' X 32 I--- L. <br />BM•17Qg <br />ah <br />N <br />+ <br />REMOVE STONE MASO <br />Y CULT. <br />2-36"X 45' IN PL. <br />P.I.STA.3+70.8 <br />Mi I- 4'X 5'X 2 8' IN PL. <br />a <br />°y <br />I- 189°38'38" <br />40. <br />+, <br />9038'38" <br />\ <br />H <br />a <br />B M. 15 48' <br />=----� <br />��\� <br />+ 5 <br />j�9 O <br />D- 4 00' <br />T- 120.8' <br />\ <br />4p <br />,W 5' <br />_� <br />�� --- 55'� <br />�\ \ <br />- _�. <br />�p`n <br />L- 241.1' <br />E= <br />�_ <br />kk <br />5.1' <br />1432.4' <br />2 <br />N 4°30' E (MAG <br />3 - <br />-_- <br />_-� <br />S- 0.04FT/FT <br />JL <br />O77�--- <br />P <br />I EQUATION <br />70' <br />- <br />_ <br />4401 <br />MT. VERNON <br />M, <br />4. <br />�� <br />70' <br />-- -_ <br />70' <br />H <br />TEL. <br />CO. <br />I <br />m <br />\ \ \ W. P. 8 L. <br />REMOVE C.P. I 1 <br />`� <br />N 2 <br />100' B.M. 16 <br />O , <br />+ <br />gr <br />J <br />al <br />o <br />I-18' X 34 IN PL. <br />, <br />vI <br />1 <br />+ 6H.E. M <br />,n END OF <br />PROJECTS <br />_ ��N/ <br />W <br />INTERCEPTING <br />� + <br />N ' <br />M <br />254(5) SEC. 2 STA. 41 +67.0 <br />a <br />�. �1 <br />WQ <br />0 <br />EMBANKMENT <br />in <br />+ 0 <br />co <br />I <br />�• =STA. <br />o <br />2+50.0 PRO ECT S0254(4) SEC.2 <br />BEGINNING <br />OF PROJECT S0254 <br />(5) SEC. 2 ST .16+20.0 <br />om <br />M <br />"' <br />OSCAR T. KITTLESON -VENDOR <br />a <br />=STA. 16t2" PROJECT <br />S0254(4)SEC. I. T <br />j2 <br />o <br />GAYLORD KITTLESON-VENDEE <br />N <br />a <br />NW I/4 -SWI/4 SEC. 22 <br />OSCAR T. <br />KITTLESON <br />I <br />- <br />ALVIN PAULSON <br />a <br />SWI/4-SW 1/4- <br />S E C. 2 2 <br />TAB TAB <br />B. M. <br />�I <br />NWI/4 -NWI/4 -SEC. 27 <br />o <br />�� <br />--.6, - <br />h <br />PT39+ 46.57 <br />.. G-,4FR <br />4 <br />20.0 <br />P. C.31t31.8 <br />P1. 35+44.5 <br />RiwPosr d6ry - =-- +67 <br />T <br />C-21,900 C.Y. <br />F-13,325 C.Y. <br />j <br />E.B.S- 1 35 C.Y. <br />RESERVE 2,860 C.Y. FOR <br />-. <br />SELECT EXCAVATION <br />I <br />I <br />I <br />93D <br />r <br />O <br />V.P. 1. 28+92.11 O <br />920.20 a0 <br />- <br />n <br />O <br />930 <br />U VC. <br />300ON <br />- <br />-- `i. <br />a <br />+O <br />M <br />w� <br />920�. <br />_ <br />r I <br />� <br />m <br />+ V.c.- <br />P <br />In <br />_._.. _._ ___....-__... <br />- <br />> <br />U <br />a - - 920 <br />.' <br />I <br />FINISHED GRADE <br />} 1.9 •b <br />> <br />J - <br />910 I <br />I <br />910 <br />+2 <br />I <br />i <br />' <br />-sp. <br />OITCM RT --- <br />900' <br />+ 0.5% <br />i <br />_ . <br />900 <br />V.P 1. 18+00.00 - <br />V.C.=450' +N <br />V.P.I. 32+70. 05 <br />PL 41+4 .35 <br />- <br />906.00 <br />STA. 23+60 C.P. LA 111 REO D. <br />+ C SS <br />� <br />a <br />- y <br />910.75 <br />9c7.87 <br />�° <br />STA. 34+40 <br />C.P. CLASS IIL REO'D: <br />890 <br />..19 _ _. I - 24" X 88 ' <br />a <br />> <br />I - 48" X 60' <br />STA. 39 +57 <br />890 <br />! <br />STA. <br />19 +00 C.P. CLASS 3iL REO'D. <br />" <br />1- 30 X 56' C.M.C.P. IN PLACE <br />! <br />- ; <br />I -24"X 46' <br />EXTEND LEFT WITH <br />t - 30" X 24' C.M. C.P. REO'D. <br />STA. 32 + 22 C.P. CLASS <br />3M REO' D. <br />I <br />STA. 23 +75 <br />1-60"X92' SKEW <br />10°R.H.F. <br />j <br />• <br />I <br />1-72' X 64' <br />PIPE CATTLE PASS <br />REO'D <br />. <br />...to <br />O <br />O M (0 0) N ID <br />W - <br />M <br />O 01 O r <br />N M <br />O r M <br />O <br />_ - <br />crOO <br />o O o _ N <br />01 Of O) :m <br />n <br />t0 ao <br />(71 <br />I[� N <br />m mO 01 <br />01 O� <br />O O <br />O 0) 01 <br />O O O O 001 <br />01 O1 01 0) 0) <br />-- <br />- <br />15 <br />6 7 <br />8 9 20 I _- 2 3 <br />-- _4_25 -._ <br />. 6 .. 7 - 8 <br />- - 9 3 -- -- -1 - - -2- -- <br />3 4 <br />3..5.. _. _ _._._. 6 ._ . 9- <br />8 9 4 0, -1 +6 7.0 3 <br />4 <br />„ <br />=2t50 <br />