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<br />-+ <br /> <br />5 <br /> <br />+ <br /> <br />3 <br /> <br />4 <br /> <br />Note: /. EXlsflng grade From survey conducfed 9/j/61 (Rev. 5/19/8:2) by Wright-Me Loughlin Eng., Denver Colorado <br />2. __~~ 6tc.ne or;u'dutI C k sTClr7e are si/tflon!ln7otlS rCV" plQ/7S and ~i.P/Ca-T/~ <br /> <br />D <br /> <br />..J <br />"! <br />:l; <br />ILl 5280 <br />15 <br />'" <br />" <br />I- <br />t1S270 <br />... <br />'!': <br />z <br />o <br />i=; 5260 <br />~ <br />~ <br />"' <br /> <br />c <br /> <br />B <br /> <br />A <br /> <br />5290 <br /> <br />5250 <br /> <br />33'Rlprop <br />See Detail <br />Sheet <br /> <br />, 33" Riprop I <br />~ ~ SO' frank <br /> <br />Riproy Toe~EXISf. Grode <br /> <br />EJee 5267.0 <br /> <br /> <br />~ <br />~ <br />>- <br />EJlev.527?Z ...... <br /> <br />33" If/prop <br /> <br /> <br />nee ,178., <br /> <br /> <br />or Bank <br /> <br />5290 <br />.J <br /><Ii <br />::;j <br />~ 5280 <br />'" <br />" <br />I- . <br />~ 5270 <br />:;: <br />Z <br />o <br />~ 5260 <br />> <br />"' <br />..J <br />"' <br /> <br />lOp of Derrick Stone <br /> <br />5290 <br /> <br />5250 <br /> <br />5280 <br /> <br /> <br />~ <br />~ <br />~ <br />, <br /> <br />" <br />ow", ',S<,io":'~oo ,~, -'\:'0 o~ ,0;', ow _ ,0_', " <br />~.Z5' thick Der':'/ck Sf;;"~~' <br />'and r..nder/ylf79 nprap 90' ::, <br /> <br />TopofR,J,Rap <br />n. 5ZG8.G <br /> <br />5270 <br /> <br />5290 <br /> <br />5260 <br /> <br />.J <br />'" <br />::;j <br />l.o..I5280 <br />> <br />o <br />'" <br />" <br /> <br />~ 5270 <br />... <br />Z <br />Z <br />o <br />t= 5260 <br />~ <br />"' <br />..J <br />"' <br /> <br /> Sheet '" 4_ <br /> Plltn~ 1 <br />c PMI/'',? 10 ff_ <br />~ Low Plow <br />~~ ~ Channel Beddin9 Material " .\, <br />~ 0 <br />,,>'" " ..* <br />"* ,~ .. <br /> -l! ">,, <br />~\:' ~~ <br />iJ5"" '" <br /> " <br /> SECTION rA\ ;;;" <br /> "'Iii <br /> SCALE; VERT. I INCH '" 10 FEET <br /> HQRIZ. I INCH = 20 FEET <br /> <br />5250 <br /> <br />a ~ <br />lnli,& <br />"<< ' <br />~t,,~ <br />~\'Ii t <br />~} ~ <br />"'H,,, <br /> <br />Top of 8C1nk~ <br /> <br />Bock edge of \ <br />B Derrick Slone <br /> <br />c <br /> <br /> <br />5250 <br /> <br />5290 <br /> <br />'Iii <br />~ <br />:<: <br />, <br /> <br />~ <br />~ <br />" <br />, <br /> <br />.J <br />'" <br />::;j <br />w 5280 <br />> <br />o <br />'" <br />" <br />t- <br />w 5270 <br />~ <br />Z <br />Z <br />~5260 <br />~ <br />"' <br />..J <br />"' <br /> <br />~ <br />~ <br /> <br />1$"Riprop- 5~eDelall. <br />Sheet <br /> <br />5250 <br /> <br />~ <br /> <br />1\l <br />'<i <br /> <br />....: <br /> <br />'4 <br /> <br />I <br /> <br />3 <br /> <br />ill <br />~ <br />'" <br />, <br /> <br />filt~ F~c <br /> <br />Top of <br />Riprap <br /> <br />ii; <br />~ <br />:<: <br />, <br /> <br />--- <br /> <br />Back Edge of <br />-Derrick Slone'\. <br />---1 <br /> <br />1 <br />-----'-- <br /> <br />I <br />I I <br />/ <br />/ <br /> <br />c---- <br />~ <br />~~ ~ <br />~~ ~ <br />';f.(:: "';} <br />i:j ~ B.E <br /><:i<ll <t) <br />ROCK DROP STRUCTURE <br />STA.411.j.OO <br /> <br />Top of Bed <br /> <br />.<. <br />~~ <br />~.. <br />~<l' <br />~" <br />t}'i~ <br /> <br />TYPICAL EDGE OF DERRICK STONE <br />NO sCALE <br /> <br /> <br />6014 <br /> <br />2 <br /> <br />1 <br /> <br />Top~of8onk 3 <br /> <br />, 1 <br />, <br /> <br />NOTE: Groul $hall ~ placed a minimulT? of <br />5' aroGlnd Low Flow Channel <br />See dele/II Shl 4 <br /> <br />5290 <br /> <br />Top of Derrick Stone <br /> <br /> <br />//' <br />/ <br />/ <br />~ s<= de~'; for <br />< "-'/ /' pl.1ilcernen t.;;11 edge <br />3>. (Typ) <br /> <br />5280 <br /> <br />, <br />..................... rExisfing Grode <br />'--1-_ <br />----, <br />I '" <br /> <br />/30' <br /> <br />( Low Flow <br />Channel /3 <br />sidt! slopes <br />/0' 30' <br /> <br />5270 <br /> <br />D <br /> <br />5260 <br /> <br />l3~ddin9 <br />Material <br /> <br />I. <br /> <br />SECTION fB\ <br /> <br />. Sheet Pile Olophrom. unf,r /oCke~ w,#' w..//.. <br />(jI c5' C/c, ITyp) (7 rq'd) <br /> <br />5250 <br /> <br />ZIO' ~ f <br /> <br />SCALE: <br /> <br />VERT. IINCH:: 10 FEET <br />HORIZ. I INCH:: 20 FEET <br /> <br />5290 <br /> <br /> <br />NOTE: Groul sholl be placed Q minimum <br />of $' around Low Flow Channel <br />See Oef~t! SId 4 <br /> <br />'- <br /> <br /> <br />5250 <br /> <br />5280 <br /> <br />Top of Oerrick <br />Stone <br /> <br />A' <br />-'" <br />{EXi5fin~Grad~____h <br />____--1301-- <br /> <br />5270 <br /> <br />--., <br />'--. <br /> <br />5260 <br /> <br />c <br /> <br />SECTION <br /> <br />13eddingMoteriol <br /> <br />Low l'/ON cn6/)//e/ <br />/35Iot! s/ope5 <br /> <br />(C\ <br /> <br />SCALE: VERT. I INCH = 10 FEET <br />HORIZ. I INCH = 20 FEET <br /> <br />-,5290 <br /> <br />Top of Bank <br /> <br /> <br />Top of Derrick Slone <br /> <br />5280 <br /> <br />5270 <br /> <br />-LEXlsllng Grode ____ <br /> <br />--- <br /> <br />13~ <br /> <br />5260 <br /> <br />B <br /> <br />5250 <br /> <br />= ~0-// <br />fffi.'ff.{!;'"-d!Jr <br /> <br />SECTION <br /> <br />THIS DRAWING HAS BEEN REDUCED <br />TO ONE-HALF THE ORIGINAL SCALE <br /> <br />(D\ <br /> <br />SCALE. <br /> <br />VERT. IINCH= 10 FEET <br />HORIZ. J INCH= 20 FEET <br /> <br />Symbol <br /> <br />Revisions <br />Descriptions <br /> <br />Date Approved <br /> <br />SECTION <br />NO SCA LE <br /> <br />~ <br /> <br />Grone <br /> <br />u.S. ARMY ENGINEER DISTRICT <br />CORPS OF ENGINEERS <br />OMAHA, NEBRASKA <br /> <br />Designed by: J.R.Il, <br /> <br />A <br /> <br />Drawn by: J.l..I'. <br /> <br />SOUTH PLATTE RIVER <br />C HATFI ELD LAKE, COLORADO <br />DOWNSTREAM CHANNEL <br />IMPROVEMENTS <br />STAGE I <br />DROP STRUCTURE <br />STA 411 +00 <br /> <br />V~(ylng Il"pn>p <br />N~:Un4'~r&i/7!!1If/?ra? ~~- ~~" <br />0150 u$!!d fa -AII~. ~,." <br />vOids of' cover donesllll 111111 <br />DERRICK STONE PLAN ~ . , <br />~~-~::~ <br />.$:.-~""'""' <br /> <br />Checked by: M.l.,P'-:;.l..l.. <br /> <br />RevIewed by: <br /> <br />Scale; <br /> <br />AS Shown <br /> <br />Dale: MAY 1983 <br /> <br />. SCALE: IINCH=20 FEET <br /> <br />TYPICAL <br />NO SCALE <br />$$ - THINK VALUE ENGINEERING - $$ <br />3 <br /> <br />5 <br /> <br />4 <br /> <br />t <br /> <br />Spec. No.: <br />sUbml~tedb' DACW<l5-tn-B-0056 <br />onlract 0_: <br />Chief: EV'EE DES Section DACA <15 CO <br /> <br />Drawing Code: <br /> <br />PC 34-40ES <br /> <br />2 <br /> <br />'-"""..._,.,...."...., ",'.., .....>. <br /> <br />1 <br />