Laserfiche WebLink
o BENCH MARKS <br />N <br />+ <br />�J <br />CL <br />NO. <br />STA. <br />DESCRIPTION <br />E LEV. <br />36 <br />123+64 <br />SPIKE IN TWIN 20" OAK <br />231LT 935.75 <br />37 <br />128+21 <br />t ON SW COR. W.G. <br />14'RT 934.35 <br />38 <br />135+68 <br />+ ON SW COR.BOT. STEP <br />55'LT 964.26 <br />39 <br />143+64 <br />USGS B.M. <br />51'RT 955.17 <br />40 <br />151+231 <br />SPIKE IN 18" OAK <br />24'LT 960.85 <br />MT.VERNON TEL.CO. <br />SWI/4-NEI/4 <br />6 � <br />4og' <br />ai W.P.BL62 <br />icy <br />I+ \ <br />NORMAN PETERSON <br />P. 1. STA. 137+17.4 <br />P. 1. STA. IG+29.7 P.O.T. 4G+00 <br />18i PL30t99.5 <br />- -irtr ioTn.-I <br />- e 40 <br />I - I t 5 ° 16' <br />A - 64.44' <br />1 - 195 * 2 4' <br />_ P.O.T. 4G+00 <br />A 15.24 a <br />?el <br />I ~ <br />4 <br />p <br />D - 5• <br />D - 12• 33.27 F. P. N'n <br />t0 <br />I <br />Z <br />;S0894(5)i <br />it b <br />990 <br />T - 726.3' <br />L- 1294.7 <br />T - 64.6' 4p o� <br />s yN <br />L- 128.3' 2 F. P. ~ <br />m <br />I <br />I <br />I\ <br />oI <br />I o <br />r / <br />I. PETERSON <br />N <br />E- 2 10.8 <br />E- 4. 3 m a� <br />z <br />I• <br />I 1 <br />5p <br />R- 114 5.9 2 <br />R- 477. 47' viv- <br />n <br />I a <br />I W <br />SE - 0.070 FT/ FT. <br />-zz7.16+93.4 <br />�I <br />M. j <br />N <br />6 <br />1' " RT. <br />REO'D. <br />Po.T.144t7o= "�' `3', <br />I <br />t,•\-' <br />S• <br />OF +00 <br />�^F �e P•C.145t64.1 <br />980, <br />GSE' <br />P/ 6�/ <br />�- - --p Fp <br />_�•p t <br />,p <br />! PG�� <br />// <br />0950 <br />/ <br />PRT SEI/4-NEI/4 SEC.22 <br />O <br />~ <br />c <br />M <br />M <br />R MOVE P. <br />REMOVE C.9 <br />1-18 X35 IN PL. <br />Np4►G+ �- <br />/ �` <br />INTERCEPTINGma <br />I-36 X42 IN PL. <br />m <br />♦! <br />� 6 <br />EMBANKMENT <br />49. <br />ao <br />�x.X 1p� <br />ppg <br />1100. <br />3°y <br />P.T.IG+93.4 aKT <br />in <br />1- 5,jy\ F.P. <br />00\ _ .0, O k P.I.IG+29.7 o��B_71 <br />L x C ,n o ,y3,w <br />x� 2 s o <br />40 M PCF.OG+65.1 ' <br />RIVER REMOVE C.P. / v \\ w000 e0q .,P � I <br />! � � HELMER k 40 0• ��� �' 77._97�.aAcar <br />\� OL PEGAlot"CA 1-24k44'IN PL. SWINGEN 0 <br />�. <br />53. `\ \ P.I. 148+20, I <br />` �e0 <br />V <br />C4 y '\\` TSEVNE ILOW A. PETERSON P.O.C.148+45. <br />- Q' SCHOOL DISTRICT a k ✓ / �\�� \\v� a PRT SW 1/4- NW 1/4 - SEC. 23+00 <br />In NO.5 PERRY <br />NORMAN PETERSON _ It-PRTSEI/4-NEI/4 + /r'/ GS.BM \ 0 <br />SWI/4-NEI/4-SEC. 22 p� IIS al SA 0 / / 'o m <br />0. <br />5�'d - mq.r. ° 54' <br />FORwARO BRA s0 X�• SCWS O j� • i e2•/3, �to 9L <br />Z \ \ aV .Z AO P.I.- 195..468+26.1 <br />F.P. w000s W���o*- P-__ - HAROLD KNUDTSON ETALddd \ W `95 T- 256.0' <br />_ <br />\Q' PRT SEI/4- NE 1/4-SEC.22 y i p0 L - 508.9' IIP.1.4F+44.0 <br />E 65, <br />OST .sOsI9go.G.POST \ P.OR 909.86' FP.PC. 129.+91.1 aC98G.PT'5f+ <br />9dINTECEPTING PROPOSED PE. P0.�N SE O.OSO FT./FT + T 142+858 .o �i(FL�`h6 <br />Z <br />P.O.T5F+oFP <br />--� I Q�• o� C- 23,594 C.Y. t <br />,n R- 19,886 C.Y. <br />F - 43,512 C.Y. <br />B - 7,300 C.Y. <br />II +o.sx 1E RESERVE 4,190 C.Y. FOR <br />STA. I G t 2 7. 5 <br />- <br />1- 12'4 T9"X44'SPPA IN PL SELECT EXCAWATION <br />- 9901 <br />- e 40 <br />�o� <br />960 <br />REMAIN 8 <br />EXTEND WITH <br />990 <br />N n <br />I- 12'4"X 7' 9" <br />X S.P. P.A. LT. <br />N <br />6 <br />1' " RT. <br />REO'D. <br />980, <br />O <br />0950 <br />~ <br />c <br />M <br />M <br />m <br />♦! <br />980 <br />+ <br />m <br />I <br />'IfI <br />5G <br />4G 3G 2G <br />!G <br />OG <br />nM1 <br />+ <br />z9oM <br />-m <br />00m <br />970 <br />FINISHED GRADE <br />am <br />970 <br />S. R. LT. G LINE <br />\ <br />-o.s.x <br />148+45.6 = OG+00 <br />iSTA. <br />960 <br />/ ROCK PROFILE <br />�\ <br />- <br />- - <br />- <br />i <br />o <br />v <br />_ <br />960 <br />n <br />Ol <br />O ap <br />n <br />o <br />+� <br />\ <br />%'- <br />ROCK PROFILE <br />m <br />VC= 700 <br />on <br />9.5_.0 ' <br />q� <br />tD <br />rn._ <br />P <br />o� <br />W mM <br />0� m <br />60 <br />" <br />' <br />.. <br />n <br />mm <br />� <br />m <br />950 <br />OF <br />IF <br />2F <br />3F 4F 5F +° <br />a <br />u <br />STA. 143+00 C.P. CLASS <br />III REG -D. <br />S. R <br />RT.. <br />t-1° <br />F LINE - <br />N"' <br />m <br />VC 0 <br />=45 > <br />� <br />1-60 X 1021 <br />VC - TOO' <br />STA. <br />144+70.0 = OF+00 <br />v <br />940 <br />_--- .-- <br />- <br />-- <br />LL <br />}. <br />- <br />+ ,q <br />o <br />940 <br />V.P.T. 124+00.00 <br />n <br />�qy <br />935.08 <br />'� a <br />U m <br />d <br />939 <br />930 <br />V.P1. 120+50.00 <br />STA.128+38.3 <br />, <br />V.P.1.129+80.00 <br />935.08 <br />2- 15' X 6.5' X 30' S. A. <br />935.08 <br />II <br />28'ROADWAY <br />TO REMAIN IN PLACE <br />� in <br />t0 <br />- 40 <br />N_ <br />1` <br />� n m n <br />� <br />n <br />N Of m <br />0) <br />� <br />M <br />- O <br />_ <br />a <br />n <br />� <br />� <br />� <br />n <br />� <br />n n <br />ICI <br />n <br />n <br />Q. <br />i <br />0 <br />N <br />M <br />O O O O <br />N <br />a 40 O <br />O <br />O <br />NI- <br />d' M <br />M <br />m <br />M <br />CD <br />M <br />M n <br />M <br />CD <br />M <br />- <br />Of <br />1� <br />ID <br />Mf <br />wi In IA <br />n <br />IO <br />oD - t0 <br />- <br />40 <br />Oi! <br />In <br />40 40 <br />0� <br />O1 <br />O) <br />h <br />I� <br />40 <br />aD n <br />Ip <br />. <br />I <br />01 <br />0) <br />Of <br />G1 <br />1Ifn� <br />1 M M M <br />M <br />M <br />M Q' Q <br />n <br />IA <br />t0 <br />tD <br />t0 t0 <br />ItD <br />0 <br />tD <br />10 <br />t0 <br />t0 <br />tD <br />tD <br />tD <br />t0 t0 <br />t0 <br />10 <br />Oi Of 0) 0) <br />T <br />0) <br />O Ol Ol <br />O) <br />m <br />0) <br />QI <br />m m <br />01 <br />Of <br />GI <br />GI: <br />pf <br />Of <br />Os <br />Os <br />Of Ol <br />Cn <br />Of <br />0) <br />OI <br />j 01. <br />1 <br />2 <br />3 <br />4 125 6 7 <br />8 <br />9 <br />130 1 2 <br />3 <br />4 <br />i35 <br />6 <br />7 8 <br />9 <br />140 <br />1 <br />2 <br />3 <br />4 <br />145 <br />6 <br />7 8 <br />9 <br />150 <br />