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<br />14910 N <br />w <br /> <br /> <br />3737 <br /> <br />o <br />o <br />N <br />r- <br />C1' <br /> <br />POLE ANCHORS <br />RESETTIN~ <br />BY OTHERS <br />(2.4' LT.) c.T <br />STA (0+44 SHALL PROTE <br />/ CONTRAST'?+;ON LINE <br />I 10" IRRI~ <br /> <br />14 910 N w <br /> <br />o <br />.!) <br />o <br />o <br />o <br /> <br /> <br />CORN <br /> <br />C::> <br />C::> <br />C::> <br />~ <br />C::> <br />.... <br /> <br />N LIMITS <br />CONSTRL.JCTIO STA 20+00 <br />5TA S.G,Q TO <br /> <br />+ <br /> <br />+ <br /> <br />+ <br /> <br />+ <br /> <br /> <br />+ <br /> <br />CLINES, <br />o H ELECTRI RE5ETTIN~ <br />RAISI N~ POLES, AND <br />TREATINq BY OTHERS <br />ANCHORS <br /> <br />POI!l!_ <br />5+81.14 <br />19+82.14 <br />20+39.78 <br />-h2+16.63 <br /> <br />NO.!l.!.!1.!NG <br /> <br />I NFORIolA TI ON <br />IURIZONTAL CONTROL <br /> <br />01 STANCE..!.. 0. <br />EASTING <br /> <br />8EAR~ <br /> <br />D ROAD <br />RAISEROFILE AND <br />SEE P SHEET ~ <br />SECTION F, BY OTHERS I <br />I ROAD BASE <br /> <br />PROTECT <br />RACTOR SHAL~ F?-CILlTIES <br />y;~~~<ITIN1o. IRRlqATIO <br /> <br />'-I ,I INVERT <br />Iii, _ MATC.H EXISTINqUPSTREAM <br />" 50 LF~4 eM;; SLOPE @ 0.5% <br />OJ' AT NORTH EN , <br />C>J TO SOUTH <br />y.. <br />C::> c:o <br />'" . <br />c:o <br />.... <br />~ <br />~ <br /> <br />CORN <br /> <br />CORN <br /> <br />30+73.44 <br />33+54.44 <br />34+09.08 <br />36.24.19 <br /> <br />14809.46 <br />14217.37 <br />14201.43 <br />14122.38 <br />13755.99 <br />13794.59 <br />13769.36 <br />13566.93 <br /> <br />97401.42 <br />98671.16 <br />98726.55 <br />98884.75 <br />99659.27 <br />99937.61 <br />99986.08 <br />100058.83 <br /> <br />1401.00 <br />57.64 <br />176.85 <br />856.81 <br />281. 00 <br />54.64 <br />215.11 <br /> <br />S 65-00-00 E <br />S 73-56-43 E <br />S 63-~57 E <br />S 64-41-02 E <br />N 82-06-19 E <br />S 62-30-12 E <br />S 19-46-03 E <br /> <br />+ <br /> <br />..0--. " <br />It...~..~, <br />! ~"XISTIN<l ~.~. <br />I DMP ~, <br />IMBER B~ID~E.~!,~~.? ...~ <br />EXISTIN~ 0..ISED 12. W~6~ED + <br />SHALL B6 TIMBERS, ANC <br />TREATE Dr E: <br />TO BRI '" . <br /> <br />"~ <br /> <br />+ <br /> <br />w <br /> <br />f'OI!1T ELEVMION <br />3735.42 1418.86 <br />5+81.14 1744.44 <br /> 3734.00 <br />20+00.00 3732.42 <br />37+44.44 <br /> <br />INFORMATION <br />VERTICAL CONTROL <br /> <br />DISTANCE, FT. <br /> <br />-- <br /> <br /> <br />LIMITS <br />CONSTRUCT'fON STA 35+00 <br />STA 2.0 '00 <br /> <br />..., <br /> <br />END TO <br />" CMP-EXT <br />1(" LF E)IISTI~~~~TH 18" CMP <br />40 LF TOT~;IN~ SLOPE <br />MATCH EXI <br /> <br /><::l <br /> <br />FARM <br />BUILDI N~S <br /> <br />..., <br /> <br />..., <br />II) <br />+ <br />("r) <br />("r) <br /> <br />("r) <br />r-... <br />+ <br />o <br />("r) <br /> <br />SLOPE, '1, <br /> <br />o <br />o <br />N <br />r- <br />C1'11bOON <br /> <br />-0.100 <br />-0.091 <br /> <br />PLAN <br />1"=100' <br />Scale: <br /> <br />PASTURE <br /> <br /> <br /> <br />740.00 <br /> <br />OF LEVEE <br />TOP <br /> <br />735.00 <br /> <br /> <br /> <br />o <br />o <br />o <br />\l) <br />+ <br />N <br />N <br /> <br /> <br /> <br /> <br />c3(j 0 0 <br /> <br />DESIGN SLOPE <br /> <br />-0.10X <br /> <br /> <br /> <br />------- <br /> <br />730.00 <br /> <br />725.00 <br /> <br />GND. SURFACE <br /> <br /> <br />\l) <br />\l) <br />(') <br />(') <br />r-- <br /> <br />en <br />o <br />(') <br />(') <br />r-- <br /> <br />(') <br />\l) <br />en <br />N <br />r-- <br /> <br />(') <br />(') <br />en <br />N <br />r-- <br /> <br />PROFILE <br />1"=100' Hor. <br />Scale: <br />1"=10' Vert. <br /> <br /> <br />I <br />PANY INe. <br />~RING COM EN~INEERS <br />MUlLER ENGINEr. CONSUL~ AVENUEs <br />WEST Fa 'lDR.o\.DO 8021 <br />~~~uco (~J)~2~~ <br /> <br /> <br />OF CROOK, <br />TOWN <br />COLORADO <br /> <br />TTE LEVEE AND <br />SOUTH PLA ROVEMENTS <br />JETTY IMP <br /> <br />LEVE~ROFILE <br />PLAN AND STA 35+00 <br />STA 5+81.1 TO DATE OCT.,1987 <br />OESIG.NED JTW <br /> <br />DllA.N OFT/PRO Dol.NO. 8708 <br /> <br />~OF 15 <br />AS SHOWN SHEET _ <br />