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DEPARTI\1ENT OF THE Ai,MY 0' , . . 0 , .: 0 0'0 \ (;" ' ~ 0" I , ,0 OCb I 0.0 '0 ' '0 0"0' . A~ 1 I .~~~l. Channel /I" Diameter x 5' long Wood Post flattened /" an Planking Side ~ /lto" x 12" Planking nailed Post wilh 60 d Nails --- / & ~E/evation 8756' + Base of Rail I , ~ '- <:Il-~ E.))L ~~_-=r.{- (J)---+-t~-l-: I b I r I I: I", --- ~ ~'I , 1'- i Grou/,d Line" I : L0'~~!'es Xarje~J III ,1'I~Pile I II I ! " I I I I II I : I I I I : I I I I I I I , I Ir--rJ I 1 J ,-' , " , ....., EL 8746,00 1 I I ! I I I I 1 A~ L.-- 6'-0" ~~-~.. 12'-0" I I <::...:0.... - , '."- IS'-B" --~- 48'-0" LONGITUDINAL 1 I<) , Improvement h ,i fj "-, Grou ted Riprap , "Cl " ....., 6'-0" SECTION 1...:-, --- AT EXISTING D a RGW R R BRIDGE 319 -97 u SCALE: ~. = 1'_0" '~-Existinfl Timber Crib, Rock filled, to be removed where it interferes with constrllction , TOp of ChannelEm~ankment~ <~ ~ -- .-- - -- "'7 ' _ :.J I --L! /~- " r- ___S-- ~--J ) 'G' ,--.." - - ,j/' L l l~. - ''''-t'; , - ~ I-~'f- ...cr ,,(U l.,-I",,_(~ I _ ,_~~ - - I( "~ .. 0--r- ( ~;~ .J /' t~ --...rJ \ ') \ " I /\. ~,..,~_ /', \._1 ..._', . ,~ \/ '\ I ~('{ '\ ;___A.../ 0 .. _~/t___ __ __ ./ \~ v) \ - ._. '-.. . -~- \ ..-/' '7 < ~ L-... . -Grouted Riprop EKcav,]tion Line TYPICAL SECTION EXISTING TIMBER CRIB ROCK FILLED NEAR EXISTING D 8RGW RR BRIDGE 319-97 NOT TO SCALE ,--- -- ~ 2 Ir- <~/ . . /j"Uncompocted material 1 T 30/~ ,... , , 1/ , - - " /-~ - - - -; - - -- -. 11 / -- --' Uncompocted malerial / / .... IU' Existing Bulkhead ~ 'I Co\ f'l I , I 31 ,~ , / / I I i,1 JGfT,rr-qlfTI7 ;,: ~}+-I- - ~ t- - -+ " "V 11 ~ I ("I ()~o Iu... I I . ~\Ju~ " ______-} '".0 00 I I I I :1 'i .1 I I I I II I EXlstinl} 1 I Abutment L-.J L- .J :L ...J I I I I 1 I I I I I ! I I I I I Post -j ---- .. - - -- -1-.-"? , ., I 1 I - -I I I ~ ~ I I _1 I".j I I 1 I I. I , I 1 I I 1 I I I , I ~i :'0'; r l: ;~-\1 Qv,O,'ll: I _O"ct.r--I- O'V I ; I ! -- :._- , 1 I I I I -~-1~--1-- 1 I I I I I I ~ I I I I 1 I : 1 I,':~ I' I " J J " '" " 1 - .1- , I I Excavation Linu Provide 3' Lip uodpr Bridqp only 3" X 12" Planking l _ ~ :: 15'-8" I 6" .,J .... ... ;'-6" r-~~-f;;;: ~-- ,--- l_3Q'--~___~ I I B'~O.~_ r--'!OCies : ) l; I , 5'0" , f- - --4 I Berm · I -~ , Varies ---------.---- -------- /'-6" . .. ! ' Channei Symmetrical about l / 2 II/ !'l~ r '" , , ,,' Compacted , pervious material z , 4"DIA formed weep holes . /' R.;I'-O"MIN~ STA 29+35 ~~__.__I 2 . .", :; '=l / 1 -~" r-- ).), ' , " (.'L' _~,\L____ Grcuted riprap ... ..... ... , , ;'-O"square piece oj galvanized; hardware cloth with 2" mes,'! / . Existing work to be removf'd.~-// Tv STA 29+60 r-f ~i?.~ .J I 5e,-m -1 'O" S"'.E' ":-1'-0" \JkL . :6- ,8~'-O" I , Va,-ies L '/'-6" f-~- I I - -+-c , ChannelSymmef,-icoI about l. - , , .....j..._--- I I II/I , J I , , , , , - --. , / , /' l/ .....X ' ..... ~.' , , < . . " ..... ,"~r 4 DIA formed C) NEep holes -- -....r FJ~=O" -- R.. I'-O"M,'N-- ST^ 29+ 61 , Compacted perviollS material ----- , " Va.-:es 5/-0" : ....--. ---~ Berm _u , ~: '. I ~__"':J 1'7 ~ '~-1 I ,- Cj ~, !'.J ) i ,(' . '\ / t/ ,/ 1 /' / ~Ex;sf!;7q wonf J; )) ........ / to be ,-e,nc~ed 'f ,(' /' .. / - Gr,:;uted rip.-ap I /"O"square piece of galvanized I hC.-dwcre cloth with j" mesh \ ~ STA/29 +71 TO SCALE: 1:' = ,'- 0" 16 Vanes from 30' To 60' .. - ~un-f. . ,. , c, , ,-. I frcm 2' Tv ':, ,Q.o ."0 . .,. ,,',,_.' &, .., ", . ',' ." . v 0 I 0 TO 29 +71 III I I' - =\-0 4 ~"=\'_O" 8 -:; '~.'O, "0,"' .'.,.", ...., . . . " r Gra','el a Cobbl.JS STA 55+ & NOT TO SCALE TYPICAL SECTIONS - CHANNELO .. . .. __ .. ,- "~_~'r"''''~__! ~ >:>_" CORPS OF ENGINEERS 5225 & 3"x 12" Planking nailed to Posts and existing Abutments with 60d Nails --~- H ----II Diameter Post " flattened I on Plankiflg Side AS BLlI!..T G) IO-13-5C1 REVISE~ TYPICAL SECTIO~S E\ISTING CHANNE'- TO SHOW CHANNEL & i 5 - 31. 50 \ REVISED PLANKING DESIGNATIONS, STA 55+ 27 12' REVISION: DATE ' DESCRIPTION DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE DISTRICT ENGINEER ALBU UERQUE, NEW MEXICO 6" I , 15'-a" - __~' j-olf_.________.___ m____._______________~___ _____._ ___.' , ! ~--~~-----~ '-1 i-n-dU L L y ~. ~Q'..t_ __~ I l , ~:1 " >1 /Tie ."IT- / , 1;.Ll~(J\:t_ltw\~1 \ -1------;!'~-CvP -~~---------- I I I \ I l-r I I I Top of ( I I L...J Riprap L..J Pilt!~-~-I! " , I ~'-GrolJt&J Riprao.,-"" (.//! \' ![,r,. J! :)1 Ii: ,: I \\1, \\) \,' r ' :) \l~ , I' . ' J" \ _/1 1 \ ~ F/ow 1 I :: 5=0.0095 I f I f I I I f I I / '......;;;::)' I 1 I I <.~>-; \ \ \ \ -/ 1 \ \ \. excavation \ Line 1 \-----.:--j I I I ....... _-, ....-----" SECTION A-A AT EXISTING D8RGW RR BRIDGE 319-97 3" SCALE: B = 1'_0" -- I Ii I ---- I _f__._......... ,'Assumed grou.7d surface , L_~Existing grou,7d surface 40'7: ) r (~Assumed ground surface , --- ........ ..... '-Existing ground su,-face ..... , " GRAPHI ,:) SCALES o I 2' 4' 0' I' ?' '. . '-. ~. . .\ ' ',' I I~ 8 4' 6' 8' DRAWN BY: DOH RIO GRANDE BASIN, COLORADO WILLOW CREEK CHANNEL IMPROVEMENT CREED E. COLORA DO TRACED flY: woe CHECKED flY. rf/l$- SUBMITTED. MISCELLANEOUS ..' J. / -",.. CHIEf,.-cIVIL. WORKS Pl ~N. 5fCT. RECOMMENDED: .' . \/.. \ " -- _ "i', 'l, ,.,..... l. \ . "~,',, CHIEf ENGINEERING DIVISION APPROVED: ...._._~- . SCALE: AS SHOWN " SECTIONS , . ". .. '....- r" L - \.... '., ~ -.'- '" DRAWING NUMBER RG-WC-E-2/6.1 ~< ' ",,-. ' -:'i. LT COLONEL, CORPS OF ENGINEERS DISTRICT ENGINEER D^TE. SEPTEMBER 1949 , SHEEl' 8 OF 8 " '.