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<br />5 <br /> <br />4 <br /> <br /> .& <br /> ST A TION 150+00 CONSTRUCTION RIGHT -OF -'w'AY <br /> ~.~ 'w' ~ ~~. -1 - - <br /> Dls"to.nce Direction <br /> ... -- .- <br /> - - ... - ... - <br /> 1 TO 2 + 105' 1100 - <br /> ---- - <br /> 2 TO 3 330' 200 <br />0 J... <br /> .--..- <br /> 3T04 i 100' 2900 <br /> ---- <br /> 4TD1 335' High Ioo.nk line <br /> L______ -- <br /> <br />c <br /> <br />.- <br /> <br />- <br /> <br />--- <br /> <br />B <br /> <br />- <br /> <br />Q <br />Q <br />-~ <br />If)_ <br />- <br /> <br />z <br />o <br />- <br />I- <br /><t <br />flow t; <br />~/ <br /> <br />R.O...... 1 <br /> <br />~ <br /> <br />---- <br /> <br />- <br /> <br />---- <br /> <br />Q <br />- Q <br />Iti- <br />Ifl <br />- <br /> <br />z <br />o <br />..... <br />I- <br /><t <br />I- <br />HIGH BANK / '" <br /> <br />Q- <br />- <br />- -.:- - - --=-~ - - - <br />-....... <br /> <br /> <br />o <br /> <br />A <br /> <br />R.O...... 2 <br /> <br />5 <br /> <br />20' REFUSAL <br /> <br />. . . . . . . . <br /> <br />Note. <br /> <br />R.O.'w'. 1 will be o.t right high bo.nk o.t sto.tlon 148+30. All <br />directions o.re referenced frOM north o.ZIMuth. All <br />directions o.nd dlsto.nces o.re o.pprOXIMo.te. <br /> <br />R.O...... 1 <br /> <br />R.O...... 2 <br /> <br />... -- <br /> <br />- -.--- <br /> <br />- <br />.- <br /> <br /> <br />o' <br /> <br />HIGH BANK <br /> <br />.. <br /> <br />- <br /> <br />t - <br /> <br />-'2 <br /> <br />Q <br />Q <br />+ <br />Cl' <br />If) <br />- <br /> <br /> <br />- <br /> <br />o <br /> <br />. <br />3 <br /> <br />.& <br />No"te. <br /> <br />2 <br /> <br />-- <br />--- <br /> <br />- <br /> <br />----- <br />- <br /> <br />1 <br /> <br />6697 <br /> <br />--==- <br />;Xl <br />0:;; <br />-<) <br />~ <br />~ <br /> <br />Q <br />Q <br />+ <br />Cl' <br />.. <br />- <br /> <br />Q <br />Q <br />+ <br />Q <br />Ifl <br />- <br /> <br />~ <br /> <br /> <br />HIGH BANK <br /> <br />z <br />0_- <br />I- <br /><t <br />I- <br />'" <br /> <br />- <br /> <br />z <br />o <br />- <br />- ___ I- <br />_ <t <br />-t;- - ) <br />- -- r- - - <br /> <br />o <br /> <br />Q <br />Q <br />+ <br />- <br />Ifl <br />- <br /> <br />z <br />o <br />- <br />I- <br /><t <br />l- <br />V. <br /> <br />o <br />00 <br />" . <br />"-.,.- RANDOM <br />oo~ BOULDERS <br /> <br />o <br /> <br />FLO'w' <br /> <br />So <br /> <br />00 <br />o <br /> <br />R.D.". " <br /> <br />- --- <br /> <br /> <br />SAND BAR <br /> <br />IR,f.'f.'I..("! <br /> <br />-- <br /> <br />- <br /> <br />-G- <br /> <br />-~---- <br /> <br />:;0 <br />..... <br />-., <br />-., <br />r <br />fT1 <br /> <br />TYPE 2 DEFLECTORS <br /> <br /> <br />HIGH BANK <br /> <br />c <br /> <br />Note. Exo.ct loco. tlon of the boulder clusters <br />Is to be deterMined In the field. Approx- <br />IMo.tely 7 boulders will be used o.t this <br />loco.tlon. <br /> <br />PLAN VIE\.! <br />ST A TIDN 150+00 <br /> <br />SCALE I' - 20' <br />. <br />20' 0 20' <br />11111111111 I <br /> <br />PO,",ER LINES <br />(60' HIGH) <br /> <br />o <br />'-~ANDoM <br />BOULDERS <br /> <br />T <br />20' <br />... __i <br /> <br />/---15' <br />~ <br /> <br />- <br /> <br />T <br />20' <br /> <br /> <br /> <br />o. . ..... . .... . . . .. .... .. .. . . . .. .. . . . .. . . . .. . . . .. .. .. .. . ... . .. .. .. <br /> <br />. r.'\ <br />oJ <br /> <br />- <br />-- <br /> <br /> <br />Z /' <br />!3 ./" <br />I- ______ <br /><t <br />.......-1;; <br />./"// \ <br /> <br />R.O...... " or-. <br />~ SAND BAR <br /> <br />----~ <br /> <br />Modifcation 1'=z. <br />I) Rvnovc.. Lon<.rc..tc.. -eubbk. <br />from f<"<-<" of sk::fc.. with i l' . 1ClL <br />- - - - - - l,rn'i5 q~c..vqm<:.r>f - . - -:- -\Dl.: <br /> <br />TMENT <br />1.) burl.j <br /> <br />SAND BAR <br /> <br />Q <br />Q <br />+ <br />(D <br />If) <br />- <br /> <br />~ Q <br />Q <br /><--~ <br />............ 0 <br />.....;::.. <br />~ -- <br />to? <br /> <br />Q <br />Q <br />+ <br />I"- <br />Ifl <br />- <br /> <br />Z <br />J:J <br />..... <br />1--- <br />~ <br />/ to? <br />/" \ <br /> <br /> <br />250' TO THE N'w' <br />CORNER OF SSP <br />VISITOR CENTER <br /> <br /> <br />z <br />o <br />- <br />-~ <br />-- I- <br />to? <br /> <br />/ <br /> <br />\ <br /> <br /> <br /> <br /> <br />/ <br /> <br /> <br />.... .0 <br /> <br />(..o"<.rc\c.. Ru\:>bl<-- <br />~ <br /> <br />o <br /> <br />SCALE I' - <br />40' 0 <br />IIIIIIIIIIL <br /> <br />40' <br /> <br />40' <br /> <br />J <br /> <br />4 <br /> <br />....-- <br />- <br /> <br />- <br /> <br /> <br />TREES <br /> <br /> <br />R.O...... 3 <br /> <br />3 <br />+ <br /> <br />- <br /> <br />REFUSAL <br /> <br />REFUSAL <br /> <br /> <br />90' <br /> <br />Ups"treo.M o.nd downstreaM legs of each <br />type 2 deflector at "this loco. tlon ho. ve <br />o.n o.ppOXIMo. te length of 25 feet. <br /> <br />,& <br /> <br />--- --- - -.-.- - '1 <br /> <br />STATION <br /> <br />155+00 CONSTRUCTION RIGHT-OF-'w'AY <br /> <br />1 ---I <br />Direction <br /> <br />T- - --lJ <br />1000 <br /> <br />R.O.'w'. NO. <br /> <br />Dlsto.nce <br /> <br />lT02 <br />- - ~-. <br />2 TO 3 <br />3 TO 4 <br />---- - <br />4TOl <br /> <br />100' <br /> <br />505' <br /> <br />100 <br />2800 <br /> <br />170' <br /> <br />520' <br /> <br />T <br />High Ioo.nk line <br /> <br />j <br /> <br />Note. <br /> <br />R.O.,"" 1 will Ioe o.t right high bank o.t sto.tlon 154+00. <br />directions o.re referenced frOM north o.zlMuth. All <br />directions o.nd dlsto.nces o.re o.pprOXIMo.te. <br /> <br />2 <br /> <br />R.O."'. 3 <br /> <br />... <br /> <br />LEl.itr~D <br /> <br />VV\JVV 'w'INDRO'w' REFUSAL <br />O~ BOULDER CLUSTERS AND RANDOM BOULDERS <br />~ DEFLECTORS - TYPES 1 & 2 <br /> <br />B <br /> <br />rv-vv-"\ <br /> <br />RE VETMENT <br />'w'ILLD'w'S AND TREES <br />R.O.'..'. BOUNDARY <br />PO\JER POLES <br /> <br />I~ <br />I. . .. .. <br />I_~- <br /> <br />r O,",ER LINES <br /> <br />$$ - THINK VALUE ENGINEERING - $$ <br /> <br />Symbol <br /> <br />Revisions <br />Descriptions <br /> <br />Approved <br /> <br />Date <br /> <br />1 <br /> <br />GENERAL REVISIONS AM *0001 <br /> <br />q-IO-qo. N.G.D. <br /> <br />u.s. ARMY ENGINEER DISTRICT <br />CORPS OF ENGINEERS <br />OMAHA, NEBRASKA <br /> <br /> <br />SOUTH PLATTE RIVER <br />CHATFIELD LAKE, COLORADO <br />DO'JNSTREAM CHANNEL IMPROVEMENT <br />FISH ~,ND \IlL PLIFE HABIT A T RESTORATION PLAN <br />PLAN VIE\.JS - SHE.rT 6 <br />STATIONS 150+00 AND 155+00 <br /> <br />A <br /> <br />Date: <br /> <br />Scale: <br /> <br />AUG. 1990 <br /> <br />As Shown <br /> <br />Drawing Code: <br /> <br />Spec. No.: <br />DACW4S-90-B-0 1 07 <br />ontfact No.: <br />ion DACW4S-90-C-0127 <br /> <br /> <br />su~ed bv. <br />C(;~Ules.Eno. <br /> <br />PC44-170E8 <br /> <br />GI'>O: 19119-651-':116 <br /> <br />-- - <br />