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<br />5287 <br /> <br />LAND SiDE. <br />(' c Ify) <br /> <br />1 L<?vc:?~ <br /> <br />'1 " <br />10 ~o <br /> <br />SC'C> Pbos <br /> <br />/I Vanes <br />Sc:?C' Pro/ks <br /> <br /> <br />t I't <br /> <br />\l WS. (Esfi/77a~d r/~oa") <br /> <br />/Vole <br />Sial/on 1nv~rl <br />,f' 2f fo b'e Veriht'd <br />Iii nt?/c1 by Olnlr. <br />Officer CJr #t'5 <br />J:c>.n,rC>5BI7ICl.lve , <br />/' '" ~ <br />/rr>- <br />/r <br /> <br />l~mDed <br />Exisling Daak Rock <br />Pilo Seco ce'l m <br /> <br />In <br />'\i <br />~ <br />'-.. <br /> <br />~'~) <br />~~ I ~/ /") <br />~~_~./ ~ 1).,2 ./ <br /> <br />( ..._",/' I ~fI!i< 5iJ' eMf? <br />- --PI" , <br />/ :>-...-- I 0\ / <br />-- ---;: sla 80160 t ~ ~ y <br />--j ~'>--/ <br />I ~ ~ <br />&OfDO ( I /'^ ~ 1(2 <br />~~ \.)~ L!..:::, <br /><.:J. <br />\9~ <br /> <br />Ex,'/ I' <br />~ ~C~<J /"2: - - ~~Y1lcY~~ - <br />'-.I D,/d Sdl7.t <br /> <br />Van'c> 5 <br />10' min. <br /> <br />~I Compackd / f I <br />fmbal7km6'fl ~1_ <br /> <br />-----------~~~~h~;fl~a~h~~---~----- <br />(5ee SpecKS) <br />LOOK.It-JG UPsTREAM <br />TY P ICAL SECTION <br />(NO ROCK) <br /> <br />SCALE: I" = S' <br /> <br /> <br />5' <br /> <br />RIVER S/OE. <br />(Flood S/d(3) <br /> <br />- - - ?77,w~/T -- <br /> <br /> <br /> <br />-~.- <br /> <br />- <br /> <br />PLAN <br />SCALE: I" '" 10' <br /> <br /> <br />DELE <br /> <br />( f.. c>Vc9~ 5(!?c9 Plan 5 <br />,I <br /> <br />,LAND SIDE <br /> <br />Emb. Set? SBe/oilS <br /> <br />RIVER SIDE. <br /> <br />7//:::;'-r7h'11l- <br /> <br />f <br />I <br /> <br />Exi51 -Inv&rl ,,, <br />Rilo Sec:o Cr:_~ I' <br /> <br />.E4'C/.d/ <br />~I <br /> <br /> <br />-5= 0.004 <br />- <br /> <br /> <br />/2" OumfJed RocK / <br />r I~ 3CiJ</a _I <br /> <br />." - - - 1~120?'~.,_ I!Hi!1 <br /> <br />e. <br /> <br />I' Vdries -10' m,,, <br /> <br /> <br />- ----.. ,,- - -l7/--,,?p/~1I~-- <br />'\ I <br />\...-' <br /> <br />12" Dum'p~cI RocK <br /> <br />LOOKI~4 UP-oTREAM <br />TYPICAL SECTION <br /> <br />DUMPED ROCK <br /> <br />5TA.0+00 TO STA. 4+00 <br />STA 77+-00 To STA 90+00 <br />SCALE: 1"= S' <br /> <br />Beddtnq Mall <br />(5~ S,p<5'CS) <br />SEe TION A-A <br /> <br />SCALE: /" = co' <br /> <br />24",6 eM P AT STA 80+60:!: <br /> <br />24"11( 5c;' &,;;';';'U~f7/i/;~cI DY ('w17Y <br />t .Ins/at/eel by Con/rae/or. <br /> <br />ill <br /> <br />~.- <br /> <br />."l- <br /> <br />e ,yo ~/17~fl):.77C'I7/ <br />See? 5c>c/s A Jo v<? <br /> <br /> <br />Dt.Z <br /> <br />5ym Abou Il <br />), <br />01 <br />~'- - - - - - - - <br />"UJ <br /> <br />251 <br /> <br />/~ <br />~ <br /> <br />/70p 01 iev<?t' <br />I sa? Pro hies <br /> <br />NOTe <br />Ma/C>ila/ IOrClo5/og !C'v<?6' <br />AI 6'a R~d Cross//757 WI/.!" k <br />5I6cJjJ;/6'cI 13/62' Locaf,ba <br />5c>C' Pld175 <br /> <br /> GRAPHIC SCALES <br /> 0 10 20 49' ~. <br />t.20' L <br /> 01 Iq' zoo 30' <br />1", 10' Ilo.... <br /> 0 " ",' IZ' 18' <br />'" . cd ~_. <br /> 0 I " 10' I' <br />,". 5' ~ <br /> <br /> <br />REVISIONS <br /> <br />TYP. SE-CTIO~ AT <br /> <br />ROAD CROS51NCi <br /> <br />ST A. 2.0 toot <br />~iA 41 -r 30!. <br />No SCALE <br /> <br />U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE <br />CORPS OF ENGINEERS <br />ALBUQUERQUE, NEW MEXICO <br />DESIGNED BY RIO GRANDE 8 TRIBS RITO SECO CREEK, COLO. <br /> <br />HAS <br /> <br />LEVEES <br />SAN LUIS, COLORADO <br /> <br />!JS <br />ETAIL - DUMPED RO <br />STA 0+00 TO STA 0+30 <br /> <br />SCALE: 1"= 20' <br /> <br />DRAWN BY: <br /> <br />FRJ <br /> <br />CHECKED BY: <br /> <br />NOTE: ALL OPERATIONS PERFORMED IN ACCOMPLISHING <br />THIS WORK SHALL 8, DONE IN ACCORDANCE WITH THE AP. <br />PLlCABLE PROVISIONS OF THE CORPS OF ENGINEERS PUBLI. <br />lATlON: 'GENERAL SAFETY REQUIREMENTS MANUAL", <br />DATED 1 JUNE 1977 AND THE CONTRACT SPECIFICATIONS <br /> <br />HAS <br /> <br />TYP SECTIONS 8 DETAILS <br /> <br />1'- <br /> <br />DACW47 - 79 B 0025 PLATE <br />RG-SCL-C-A-5.2 5 <br /> <br />0;:: WOE J::: AS BUILT <br /> <br />DATE. MARCH 1979 <br /> <br />DRA WI,vG <br />