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0 <br />!� P.1.31+83.3 3 <br />9`r 9'c <br />yyr M <br />\ M <br />' CL <br />GE \ <br />---- ----- -. SECTION <br />P. I. STA. 41 + 13.7 �q'p P.T.44t52.4 <br />1 - 145° 00' <br />m/ OBLITERATE OLD ROAD D _ 36003'01 4 5025415159-70,72 <br />I OBLITERATE OLD ROAD , <br />n L - 700.0' <br />E - 5 5. 6' 1 <br />^/ R - 1145.92' EVERETT KITTLESON1 66' <br />S. E. 0.08FT./FT. WI/2 -SWI/4 SEC. 28 / I P' a' <br />.� \ _REMOVE C. P. n C' <br />1--9-0'X PL. n ��0va0- <br />1/0, \ \ / %% NWI/4-SWI/4 ,� I �60�w +p0: <br />OBS' 65 <br />//q /Q� i W 0 0 D S <br />M � � <br />IOdlR <br />INTERCEPTIN& ►= WOODSTFE\\ <br />EMBANKMENT 12 <br />0 <br />70 ORVILLE KELLESVIG <br />NE I/4 -SWI/4 SEC. 28cl� <br />/y <br />x Q�Cp <br />/V, <br />p4 I 90, 8. M.8 n BENCH MARKS <br />n <br />300, <br />CHANGE REQ'D.chFCq �; SE I/4 -SWI/4 SEC.28 <br />SW 1/4 -SW 1 /4 SEC. <br />/ 7 / <br />F. P. �iQ --: P_ .- <br />P PI 44+13.7 <br />19.32 b P.T.34+66.1 sda y, PC.37+52.4 <br />RP.' - - <br />6,, _9' FP. <br />RP �5 t� <br />C - 28,61 2 C.Y. #iE <br />R - 56,424 C.Y. dE <br />NO. <br />I <br />REMOVE GRID PL <br />RDWY. IN . <br />UNITED <br />TEL. CO. <br />5 <br />1-16-16-S PANX 19' <br />In <br />60' N <br />I <br />f <br />35+98 <br />+ u <br />I 601 <br />7 <br />40+65 <br />T. POLE <br />81' RT. 884.36 <br />L8- <br />44+23 <br />" P. " <br />61' RT. 883.33 <br />9 <br />152+35 <br />" " " <br />100' RT 887 60 <br />k 6 <br />60' <br />0. <br />' <br />I <br />W. P. 9 L. <br />I <br />8_= 1,200 C.Y. <br />ODCID <br />N <br />+ <br />o; �°j� j• <br />p' , <br />h <br />i <br />OD <br />1 <br />- <br />OD <br />N / <br />JAMES W. MC. KEON <br />VENDEE <br />U <br />a <br />� <br />U <br />i LARS HELGELAND <br />VEN-DOR <br />v <br />'� <br />SEI/4 - SE 1/4 SEC. 29 <br />'U <br />C° q� <br />RESERVE 8,885 C. Y. FOR <br />p o Fca l <br />�3o i <br />P I. <br />STA. 31 +83.3 <br />1 - <br />208°55' <br />A - <br />28* 5 5' <br />Nti CHANNEL <br />SELECT EXCAVATION <br />D - <br />5• <br />^ q <br />T - <br />295.5' <br />2 <br />i <br />L - <br />E - <br />57 8.3' <br />3 T. 5' <br />_$.P _ F;;0 <br />R - <br />1145.92' <br />q/u <br />S.E.- <br />0.08 FT./ FT. <br />y �u <br />INCLUDES 4,600 C.Y. CHANNEL EXCAV. <br />co <br />---- ----- -. SECTION <br />P. I. STA. 41 + 13.7 �q'p P.T.44t52.4 <br />1 - 145° 00' <br />m/ OBLITERATE OLD ROAD D _ 36003'01 4 5025415159-70,72 <br />I OBLITERATE OLD ROAD , <br />n L - 700.0' <br />E - 5 5. 6' 1 <br />^/ R - 1145.92' EVERETT KITTLESON1 66' <br />S. E. 0.08FT./FT. WI/2 -SWI/4 SEC. 28 / I P' a' <br />.� \ _REMOVE C. P. n C' <br />1--9-0'X PL. n ��0va0- <br />1/0, \ \ / %% NWI/4-SWI/4 ,� I �60�w +p0: <br />OBS' 65 <br />//q /Q� i W 0 0 D S <br />M � � <br />IOdlR <br />INTERCEPTIN& ►= WOODSTFE\\ <br />EMBANKMENT 12 <br />0 <br />70 ORVILLE KELLESVIG <br />NE I/4 -SWI/4 SEC. 28cl� <br />/y <br />x Q�Cp <br />/V, <br />p4 I 90, 8. M.8 n BENCH MARKS <br />n <br />300, <br />CHANGE REQ'D.chFCq �; SE I/4 -SWI/4 SEC.28 <br />SW 1/4 -SW 1 /4 SEC. <br />/ 7 / <br />F. P. �iQ --: P_ .- <br />P PI 44+13.7 <br />19.32 b P.T.34+66.1 sda y, PC.37+52.4 <br />RP.' - - <br />6,, _9' FP. <br />RP �5 t� <br />C - 28,61 2 C.Y. #iE <br />R - 56,424 C.Y. dE <br />NO. <br />STA, <br />DESCRIPTION <br />ELEV. <br />5 <br />32+50 <br />SPIKE IN WING PILE <br />50'LT.874.86 <br />6 <br />35+98 <br />" " 42"C. WOOD <br />128'LT. 886.73 <br />7 <br />40+65 <br />T. POLE <br />81' RT. 884.36 <br />L8- <br />44+23 <br />" P. " <br />61' RT. 883.33 <br />9 <br />152+35 <br />" " " <br />100' RT 887 60 <br />F- 72,849 C.Y. <br />- <br />8_= 1,200 C.Y. <br />- <br />E.B.S. 653 C.Y. <br />iE <br />RESERVE 8,885 C. Y. FOR <br />SELECT EXCAVATION <br />i <br />INCLUDES 4,600 C.Y. CHANNEL EXCAV. <br />V. C. 800'' <br />910 <br />0 <br />910 <br />I <br />i <br />V.P.I. 41 <br />+44.44to <br />0 <br />892.00 <br />�9DQ <br />V.0 400' 8 <br />ROCK PROFILE <br />m <br />FFF--- --+- <br />--_.---- -- <br />--- <br />___... <br />_I <br />900 <br />0 <br />0 <br />w <br />> <br />00 <br />1 <br />, 1 <br />t <br />8901 <br />A <br />N <br />- <br />~ <br />a <br />! ;_ <br />FINISHED ORAOE <br />/ <br />/ <br />o.o % <br />Al <br />11 <br />890 <br />- __. <br />__ __ <br />- <br />- - _ _..- > <br />� <br />f <br />SP—_DITCH LT ;+ O_5 7 <br />% <br />SP. DITCH LT_+0.5% <br />CH <br />_ <br />1 <br />05%� <br />-- �— - -- <br />- �— <br />+0.5 'Mo <br />880 <br />+o.z #, <br />- - <br />- - <br />-- <br />--- - <br />-- - t <br />HIGH <br />— <br />8 80 <br />STA. <br />52+ <br />50 <br />C.P. CLASS <br />J= REO'D. <br />V.IP.1. 5 4- SC9.67 <br />— <br />1 <br />iwng+©%� <br />- <br />° <br />- n , <br />1 24 k 82 <br />8aa.o <br />'sP. 01 <br />1870 <br />CH LT, <br />.P.I. 9+-0.00 <br />- <br />� <br />j-TvTFiEAAf BEII <br />-. -- <br />� <br />WATER -21277,67 <br />a <br />0 <br />v <br />0 <br />- <br />V.C.-600' <br />00 <br />+ N <br />8,D1 <br />1 <br />68.7 <br />869.43 <br />+' <br />v <br />m <br />1 <br />STA. 52 + 70 <br />STA. 33 PIPE CATTLE PASS REQ'D. <br />°mm <br />a <br />STA. 38+00 C. M. C. P. REQ`D. <br />I-36° X 68' <br />u <br />> <br />:I -72°X52' PIP£CATTL£'PASS <br />! <br />STA. 32+40 <br />1- 72" X 64' <br />> <br />BRIDGE_ <br />NO. B-13-281 <br />STA. 45 +00 C.M.C.P. REQ'D. <br />PRESTRESSED <br />SLAB 60'-33/4"SINGLE <br />.SPAN <br />1 -24" X 100' <br />I <br />30' ROADWAY <br />STA. 36+57 PIPE CATTLE PASS REO'D- <br />1- 72" X 70' SKEW 20° R.H. F. <br />- <br />- --- -' <br />SEE <br />DR4WINGS X39296 -X39301 <br />N Im - 't0 <br />'.� <br />C .m N - O <br />01 <br />OR un - tp <br />O0 <br />O O O O O <br />Q <br />O <br />N In <br />N -R <br />IO <br />- <br />-�a <br />(� <br />m <br />co <br />iti <br />0 <br />m m <br />M <br />_ to — <br />} <br />D_jW--gym <br />.m m D co OD <br />m <br />OD (0 CD o <br />m <br />go OD m w O <br />(D <br />!� <br />25 <br />6 <br />7 <br />_ <br />8 <br />— - <br />9 30 1 <br />2 <br />5 4 35_6 _._ <br />8 <br />9 40 __. - 1 2 <br />_ 3 _.. <br />___4__.. 4.5- _. .. _6 ..__-7 -___8 <br />9 _. __-_.. <br />50___ <br />__-I_._._ -.--- <br />2 - - 3- <br />4 55 <br />6 <br />7 <br />