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/ ;' 7# / / //. <<' / I Jt# ./ / <<' ././ / /ft# ./ 'l' ./ / /~ ~ ' ./ / ///~/ ./ / /~ ~ ./ / ///-5' ././ / /~g ./ /~;// t- \ \ \ 3798 STA. 32+00 (78 FT RT) END 10FT BENCH ELEV=4345.15 \ \ \ \ \ STA. 31+75 (68 FT RT) END 10FT BENCH ELEV=4345.04 STA. 31 +23.20 'CONCRETE CUTOFF WALL DAYLIGHT LINE \ NOTE: EX. CONCRETE RUBBLE MAY BE REUSED PROVIDED IT HAS A MIN. DIMENSION OF 24" IN ALL DIRECTION. STA. 31 +35.87 ~57 FT R!2.. END CUTOFF WAf-Lf ~ /~; <<' EDGE OF RIP 'I I I 1 I /:J g 10' RAP TO BE f I 1/ ;,/,1<<' SLOPE I I / I I I II I I ////~' J I I / ' j:X//{/ 4:1 STA. 31+23+22 n r .1 I I / / I I / Ib;h.~ (50 FT R~l, _U f[ D fA '/~ {'[' END CHANNEL J;f-S.'l.. I Y, 'im "1H' I f I / / //;1 ELEV=4340.3 .'\(1 TJ. '~ ///fJ~'" I o '1.,jl/jl-^,;,~rrl!//1 /0 ~/0 ~-_./ ~ ~ I / Jj 'rf'(/"/ I I I II/y , ! Jt~ I) IJIII ! I / I I 1'iP /I ytV 'T I I / I 11'/ I .'VI " I ; I I I I I If 3' THICK lYPE 'VH" RIP RAP""-- A \J 1/ 1 I -" I I !, I I :p ,..., f, , J '}r--- [r' , I I ICONCRETE 1/'1 SEE DETAIL 0-0 '1 .y 'r-: vm1' I I I CUTOFF WALL 1;$ , I\; l/ I / I I Y; 'I I j,A) I I 'I / I/P 32+00 3 JL -.L Iff / I II~'/ I-'~ >-- J"\ I I f / I , I 1;/1''/ I Jj h I :r I I I , . , , ./. I A~ I I I I ; I lit ~ I'YA'J..I /111/1 ,/11; STA. 31+13.21 ~N,t I .VI-' I 'A. I I I'A. I 11'11<1 E:ND CHANNE:L J. ~,j/~ '1: I V w I I I r' I !/? ELEV=4340.30 /'; ,,'/'1 I ~ I /JJt r I I 1 -If I I ./ ~ ~ "- ~ ~'I '0111.1/1'4.1/1' ./ " STA. 30+90.05 / / r);? I I \,. ~fj / / / I / 1 /1/.7 II \ (50FTLT) /)>.0 4:'ILtl;\r!J11 1/lllf I I END CHANNEL /1. 1 '\" ..f j.J '1 "'- 1/ I / I I I ~ 1/ I ELEV=4340.30 /1~' YC{/lL) ~ '1/ I I 1/ / I f I I -" IN .A ().-I 1./ I I / 1/ /I / , Ai ^l X r-.!.Jt I '( 1/ / I I I II / '- I tV:YLI/, ';(7, I 1'J: "V\-. a J ~ lv . '/~I / I I / I f'(~1 ~I ,'I"" 'I' I / / / / /;' 11"}f. / 1 / I I I //111 II / I I / I 1'1 I I 1/ STA. 31+75 .' // II / / I I f/ I I I (68 FT L'2 I / I / I I I I / END 10FT BENCH I ./ / / I I I ' ELEV=4345.05 I / II 1//1 // // STA.32+00 I I ./ I /J/ I 11/ (78 FT LT) I / I I END 10FT BENCH I / I 1 I ELEV=4345.15 1 // /11/ I / I I /, . -- ...... // STA. 31+13.21 END CHANNEL ELEV=4340.30 REMOVE EXISTING ONCR RUBBLE RIPRAP \ \ \ 4345 \ \ I I I I I I J I I I I I I I I I I I I I I I 1 I I I I / 10' -- \ \ , , , \ '\ -- -- -- -- BENCH -- -- /,,::: ':' . ;' " -- -- " ",' SOUTH PLATTE RIVER --- 18 . ,....."" ~'" , . ' ..-:. ,:.,' ~;~',~.;~.~~.. 't") /' ./ ... ~ , \ \ \ \ \ \ \ \ \ \ \ I \ 1 . ~::>.:. .~ : ~.' .... .." . ': . ~ 3U THICK lYPE H RIPRAP 34+00 I I 33+00 I 1 sour PLATT RIVE H E R I 0.42% , I I SECTION D - ID ..., 4336.00 'I" OR 2 BELOW WATER LEVEL WHICHEVER IS LOWER \ \ \ 1 I I I , I I I I I I I I N.T.S. I Z (" '...... ""'''''''',...,',......,,..........,....~ '"'" --y...........-""////////.......... ./ ..... 20 I 10 I o I SCALE: 20 I 1u=20' 40 I I I / 4345 / I I / I / /' /' THESE CONSTRUCTION PLANS FOR THE WELDONA FLOOD CONTROL PROJECT WERE PREPARED BY ME (OR UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF MORGAN COUNlY AND THE STATE OF COLORADO DEPARTMENT OF TRANSPORTATION. 18' 4:1 CALL UTILITY NOTIFICATION CENTER Of COLORADO 1-800-922-1987 ; I I 10' BENCH I I I I DAYLIGHT LINE /// / .r&I. 2-BUSlNESS DA'WS IN NNNU BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DAVID A. BERWANGER, P.E. COLORADO NO. 29278 WRC ENGINEERING, INC. / , STA. 30+97.79 (59 FT LT) END CUTOFF WALL I I 1 I I I I I / / 4352 4352 ---"- -----.- "~- -----"-- --'",.-.----- --.------- -.---- .-.-.--- --------.-- -..------- --'--.-. ---------- 4350 4350 - ...----.- .-.---. -.-.-.----.-- .-.--..-.--- --.--- -------- .-.------ .-------.....- .------,---.-.- .--.--.-...... -----.--. "--....-- 4348 -- 4348 ..---.---- .------.--- -.-.------- ------- -...-~----- -~-,-...~_ ._.__._.__.__ __.._.____.,_ __._.___.u_ _~~_____ 4346 4346 EAR= ATER- S-- g:= -_.:- - ~--- ~----- - -- --.----. ,---. --~__ ___ ___ ______ _m_m______._ _~___~_ __ ___ - -=-- -~ -_._-~-" ~ -~~-- -~ -- 4344 -- -----= 4344 --\1 '--- ~, 434 2 -~~~=. -_:.- ==- -===.::::~=~::~':'::::' ::==- .-=-= ==.- .--.-.:== --- . -- ---'- _---, ------ - - ------ -----:.:.=.--- . --- - ~ .J;l_ROP-- .. -eH t- '-1-'-' .JO-. 4342 !2 '0 - '" " 1 N ,.., o N -----,,---- ---..----. -----.--. ~-- -----.- ------- -----.-. oS - - o 0. 1 il. o ~ il. 1 N ,..,~ o '" N <: iLfi _0 .2<1) il._ 1 ~ I 0.0> 10> NO> ,..,~ o N~ 4340 - 4340 - -_.-~-- ---.---- ----.- --- --^"_..~,,~- -.---. '-'"--- A 4338 4338 -- -- - -- ~ "--~ ----- --- . 4336 - -i)Ef. t:-1}= .-.- 4336 .,; .. il.;< ." o , NN il.~ 11.0:: N'" ,..,,.., 00 N'" -"-.-...--."". .-------- .----,,-- ____,___ __~__",,__ __~__ ._____ '___0.__._._ _.____"._.__ ___._ _---L_."_.__ ____,~_._ ._~_ __ ___ __ 32+00 31+00 33+00 34+00 NO. BY DATE o NEH 7/1/99 REVISION DESCRIPTION DAB NEH DAB DESIGNED ORA WN CHECKED REVISED AS-BUILT 950 SOUTH CHERRY STREET SUITE 404 DENVER, COLORADO 80246 PHONE NO: (303) 757-8513 FAX NO: (303) 758-3208 PROJECT NUMBER 2032 DRAWING NUMBER 6 OF 10 MORGAN COUNTY AND COMMUNITY OF WELDONA PLATTE OUTLET PLAN & PROFILE WELDONA FLOOD CONTROL PROJECT w~c ~NGIN~~~ING, INC.