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SECTION I <br />bV <br />P.1.31+83.3 P.I. S7 A. 41 + 13.7 <br />1 145. 00' <br />LITERATE OLD ROAD 35. 00, 41' I 50254(5) <br />D 5* <br />T 361.3' <br />OBLITERATE OLD ROAD <br />L 700.0' <br />E 55.6' <br />S. R EVERETT KITTLESON 66, <br />0.08 FT./FT. WI/2 -SW SEC. 28 <br />4. REMOVE C. P, / V� GNQ�, 14'I <br />-X3 05' 1 N PL. I- TO <br />NIT REMOVE BRIDGEA <br />L� CO. _j6�--j61jPANXI" ROWY11m' NW 1/4 SW 1/4 <br />I t <br />+ I <br />WOODS <br />4, v <br />C4 <br />WOODS <br />-C <br />EMBANKMENT <br />INTER EPT <br />.9 12 TLE <br />00 9 E <br />j NS °0 <br />M1Co49 <br />� <br />h I <br />0 <br />70, <br />u JAMES W MC, KEON VENDEE Q� ORVILLEELLESVIG <br />LARS HELGELAND VENDOR wl ILLE <br />SE 1/4 - SE 1/4 SEC. 29 NE 14 - SW 1/4 SEC. 28 <br />7 <br />oA0 BENCH MARKS <br />P I. <br />I -208.55' <br />STA. 31+83 6 <br />DESCRIPTION <br />ELEV. <br />.3 2t 5 0 <br />1 <br />IL <br />D <br />T <br />28 55' <br />295.5 <br />2-5t98 <br />�HA�NEL CHANGE REO-D.Ecc <br />SW I/4-SWI/4 <br />SEC -2a- <br />'C 4 <br />SE 1/4 SW 1/4 SEC. 28 <br />T. POLE <br />3 <br />8 <br />44+23 <br />P. <br />61' FIT 883.33 <br />9 <br />E <br />P FP <br />5 <br />N <br />�._ <br />R <br />1145., 82' <br />U <br />/m <br />F. P. F P <br />P 1 61+13.7 <br />NO. <br />STA. <br />DESCRIPTION <br />ELEV. <br />C - 28,61 2 C.Y. <br />R- 56,424 C Y. <br />.3 2t 5 0 <br />SPIKE IN WING PILE <br />501T. 8'/4.86 <br />6 <br />2-5t98 <br />42"C.WO00 <br />12e,u8e6.73 <br />7 <br />40+65 <br />T. POLE <br />8 1' RT 884.36 <br />8 <br />44+23 <br />P. <br />61' FIT 883.33 <br />9 <br />52+35 <br />t <br />IOdRT 887 60 <br />'� <br />P. C.29+67.8• <br />0.08 FT./ FT. <br />-7� <br />32le, ?4 <br />F. P. P. T. 3 4 + 6 6 1 &-,q P.-.37+52.4 <br />C - 28,61 2 C.Y. <br />R- 56,424 C Y. <br />-17-1 <br />7-7 <br />F- 72,849 C. Y. <br />8, 1:200 C. Y. <br />t <br />E.B.S.- 653 C. Y. <br />RESERVE 8,885 C. Y. FOR <br />TION <br />9L -u.: <br />INCLUDESSELECT 4,600EXCAVC.Y.ACMAN14EL EXCAV. <br />. , <br />v.c800 <br />-7 <br />VPI. 41+44.44 <br />+ <br />692.00 .00 <br />gqo <br />V.c - *Do' <br />R F E <br />_7 : - - . . <br />9 0 <br />W! <br />890 <br />i <br />FINISHED GRADE <br />-mt� <br />11 <br />0,0% <br />/--+0.9% <br />SP. DITCH LT _ -+ 0_S% % SR DITCH Li� <br />aso +0.2 <br />SM. <br />% <br />.05% <br />HIGH <br />STA. 52+50 C.P. CLASS IM REQ'D. V.!P. 1. 53 + 66.67 <br />IT <br />I- 24"k e2' <br />893.00 <br />87o <br />9+ .0 <br />vc 600, <br />WAT 7/67 <br />1, <br />STA. 52+70 <br />STA. 38+00 C.M.C.P. REO'D. <br />1-72"X52' PIPECATTLE PASS REO'D-- <br />S 14A 32 +40 <br />STA.33+50 PIPE CATTLE PASS REOV <br />1-36"X68' <br />• <br />I- 72"X 64' <br />BRIDGE;NO. B-13-281 <br />STA. 45 + 00 C.M.C.P. REO'D. <br />PR I ESTRESiED SLAB 60L33/4 -SINGLE SPAN <br />1 -24" X 100' <br />30'ROAOWAY <br />STA. 36+57 PIPE CATTLE PASS REQ -D. <br />514E -W-15' R.m.F. <br />1-72"X70' SKEW 20* R.H.F. <br />'SEE DRAWINGS X39296 -x39301 <br />to :N <br />7 <br />cli In <br />.0 w <br />It In 4 I` <br />D 00 00 <br />GO 0) 00 w m 00 <br />m 0 <br />w m 0) <br />N C4 (Y <br />0 m a, <br />(Y C4 (-j <br />(ft <br />In v <br />01 c <br />aD <br />co <br />co �co <br />(a <br />w m OD DO a) 0 <br />D) 00 0 00 <br />0 <br />w w OD w Go (D <br />a, 'm <br />(D CD ca <br />m '01 m <br />(a 0) CID 'co <br />25 6 <br />7 _ <br />8 9 30 1 2 - <br />3 -4- 3 1 5 6 7 8 <br />9 40 1. 2 <br />3 -4 45 6 7 8 <br />9 50 1 <br />2 3 4 5 - 5 6 7 <br />