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3799 ---~-~ STA. 49+72.65 1'.'\;1\1; / 1;1)11 I 1/ /;1/ / / /;/ t II EXISTING WATER MAIN roBE LOWERED ---.::-----~-------~ '--::"-- --~ ~ (54.10 FT RT) '\..J I /11 I 11111/1 I - - ~ BY OTHSR~(SEE PROFILE) --- END CUTO~F WALL I STA. 49+i{~;; 1/ 11/ I I I/./ EXISTING TELEP;:{ONE"UNE TQ BE /ELfil;;5/'O~ /1//1/11 -/ I ~45.57FTRT) II/II//;; XISTINGGASLlNE //~ /-"'LOWEREDBYOTHERS{SEEPROFI(Ey --------------_ / III I I ~ / / /111 I I I I I / /~~& W~~~5Wt5y// /j / I TO BE LOWW~RE p" _ v EXISTING FIBER OPTIC LINES TO BE ,," / ~ II, II { / I BEGIN CUTOFF WAl~1 I/;/ III / / / LOWERED BY OTHERS (S,EE PROFILE) _ _ _ _ _ _ _ _ _ _ _ __ / 1/1, r--..... "-.", / / tJ-pl. 43~1.00 1/ /'1 ; f PROPOSED ,. / / - ~ o"" '" _ _ _ _ - -- / / / 1'//';' I f....6., / ~ / 1,.// / ~~! 1111//1/1 I 111/ GUAR IL 1// \ ,/" STA. 50+57.30 (47 FT RT) / / /I I / ,--. I , / 1/ I I I / ~ END WING WALL . I":" ~ / I 1 II / I I 1/ ' ...c SEE ~ CUTOFF WALL I / ; I I I, / /, I 11.,.( ./ II 1111/ / / I / ,1 I PROR SED ~7 / l".x DETAIL 1 ELEV.=4354.61 / 7 1/ 1/1 I :,' / I, / ~.td....... /11 / I II / Ij/ ~,.uLDER L VI L' \. _ 1/1' II /~~"'... 11//III/I~1 ~"7 ,/ " / / STA 4rJ-I'62Ji I 57/7/ r:/ 'iIT'~ y '" /'<' I"'J') / I 11/!;';lf/il/" +96.61 ~8.R3 F11./1 ,,_ , 3'1 ..vI /_~ I I "f-..Ji, I I 't:) f~NG WAlJ... ;j;,'I/ II II _ ~ ,_ _ II / STA. lQ'.l5119'1 I (.4(Y."" IJtrlir) ,I I /'V'1 ~ / EN, 4355.5j1 I.' / / / , /;/ I I / '1 I ,/ / 1 L \ 1 I A 1>.: r / ' ,f,LC ~ I/.' / I STA 50, 'm f...? C'T <>T\ \. / / / I 1 I / I I 1/ I I I / I '" f., "/ /, Ii: "- I' ',7 I 17' I END OF CONCRETE AP ON '- STA. 49+25.00 /11//1////// '- 1/ ~;;?~ ,J:v- /1/1 I -7111';, I ELEV.=4350.05 ElEV. 4347.91 III I I H 1,'1<//.-0 Y""I I (j~' j i.l 'I " n BEGIN TYPE "M" RIP RAPIII 1///1 /1 / I If. 1m ,v A(lq; A lAiI '1;'/ / - / /I/. I STA.50 41.61 \28.8 FT RT 2' THICK OVER 12".,11/ I I / I ' 'IT 'b..;if I :I(Y:; /i\T'. / I Ul I TOP WIN~ WALL 0 FILTER MATERIAL I?/!I/;/ II I / / ) ,...-< j~~/ ,'t 1/, '?y7' I / Jl-N{ . + (X1J I: '/~~ {j /, ELEV.=4 55.50 51 + 0 / / 1I1II1 11:413,,+ I I L1 1:'11"" 1("lIj '\L,lj,.L 7./y./\.- 0\ 1./:11 j STA. ~ I g _0.45% I ////1//111111/ I ( ;1."- ~J!i lk~.Y'; '7'11/lJ, II II 11f,'!," // ElEV~ \ '<t / ,/ / /,//1 /1//;/ 1 1.(. . k,\,-''lI '/~/I f I//f I / JSTA. 50+22.57 CD / /t1 I /111/1/ I II I I I 'sKEW ANGU/ J\X /{} xv r'VI I 1,/ {/ ~~ II I 1/ /11 rjIL <t BOX l;ULVtRT ~ / I /111 //1;1/ I I 56'33'42 I L'",J I; >"\.0<"" '1Ij Vi';! // ilJ.' ELEV=4349.00 (1'1 / VI I i.~'11 I (A I 1/ I I) .~, /f" hi /'<( x,t I I '1r J r<:TA - .7Q (?,....... IT...Ln / r~'l / L(II j;Q// 1-/ / m~!,~"YJ 7<'7~, V~ If / I/~ II TOP ~F HEADWALL V' I ,V) I !jf!1 I {AV'f / I I / If ~f~'1 . f ~ 1 , . , ElEV.-4356.50 0 I /~ I /)\1171. II"V/I I l,.x Vj""'r'h: I; ~ [Q^!tI/! I j; , / STA. 50+13.12 (32 FTtD I I !~ J / I 1'.1 /, L I I At 1/ I I ~ I /. 1/11 ISTA. 4\1+58.53 . ' 1. A '.f. I ~ I;!STA 49.+7757 / I ~ I / I 1/1//;"'28.83 FT IT) I ;' ~ ";~ -f~; J /; ELEV. ~~48.87 / -/ ' / / 1.1:// / ~.~~;55~:))l /;;, ~ ~ h ~~ / /; ELEV. 4348.1 / ~ n4J' I ,c'f{{f {'fe,,/ J{ LT'I / k oJ v 'I:~ /; I ~ ;; ~ I STA. 49+78 3 1.16 L I I -" II /Y ~ /; I / I / ~ I / / //:1/ I" I I I I )( "" //1 ~ \' / r A 'I I d" / A / / I IF;'i ////1,:, / k. / /1,,'1 'f/; I 'tx I l::-y I 3 rt\ I, '1/ . / / I I I I ' \ ~ 7 ~" h \X " -ft. 5uTI;'// lill'/I 14:1 I \ I ~:/., I/b.: 1 'l WJ[,#// '\ / I I ,. /11/11/,' '1/11 I f' ,,.(I fI,u,A, ,y,.{ 1'1);1'7// # /J I / I / / 1"/:,1'/1//, i/ I I I ,I 1111/'> 1// //1-:L4/1 .:;:y I I I I /11"'/11/'/,;' / I I ~I II I 1/ IF! ',~V I 1/ / '/, I /1111/ / i I --r ;,/I/. / / II I ~/ ~ ~ / I /' I I//IIJ"//</JI ,;,TA.49+2~.73JII. 111/.'/11/ 17 (j,\T 1/1 / ///11 l~'%// /~~t3~INFJ ~~~/;lAT.(1 4~+5tst {31.111 LT) ~~ / I I / I / I I I I I '/ / I I I IELEV.=4354.09,iii / 18" RCP T;fROUGH1'N,v I I 1/ /1//11/1//// 11/ 11/'/1 WAU. /, I I, / ; I I I I 1/1/ / / I I I I I///; I ./ .IN". JJIi "4;3~~1 r> I / /I / / /1/ /11//11/ ,/ 1 EXISTING '&'ASLINE /I I.~.; / ~~~~~~' / ~ / / ) ...- / I I I I I / I 1 , I I ( I " ...- --- / --- ...- " / / I I , I I 8" 12n I.. r I ... .. I - -- - EXISTING EARTH . <Xl ~ /' I I \ CONCRETE SLURRY CUTOFF WALL \ \ \ \ \ \ \ '\ \ \ \ I I I / / o ET AI L 52+00 PROPOSED CONCRETE CUTOFF WALL I I '0 o o o ~ I I A 0.42% . .,'.c.:. ..' ......." ,',... 8.....i~.... . . " . ~ .... ' ,j' . .... ..j,. ........ .. . ". . . .. .. . . ....... I "t. : ... .... ....J!.. 12" I I I I I I I / / / A . ^ " 'V J't I 'Z,.: TOP OF PROPOSED SLOPE CONCRETE WING WALL D ET AI L N.T.S. _~~<."c "" " . .'1' 4:'~. r ,_. ~'~I L11 20 I o I SCALE: 10 I 20 ~ 1":=20' 40 I 1 "".. = I / ,/ (f',R.07 FT U) STA ~^ ^^... END HEADWAL Tno nr nrn. 10' BENCH .... I:....I:.V.- 'uu' ._ ...- 3:1 /' ~.)~. ) '" / ,,?/ ...- EXISTING WATER MAIN TO BE LOWERED BY /" / OTHERS {SEE PROFILE) /" / F'lCISTlNG TEU'PHONE LINE TO BE LOWERED /"..- ~ /"",,,....---.,, /~ .........'" /~ /""" f---" BY OTHERS~~ ~FItE}.v''''--''~V---Y~~ ~'y v v y y y y y V~ EXISTING fiBER OPTIC LINES TO BE /" I LOWE~BY OTHERS (SEE PROFILE) ( 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 COUNTY AND THE STATE OF COLORADO DEPARTMENT OF TRANSPORTATION. STA. 49+83.40 (70.39 FT LT) 18" RCP WITH FlARED END SECTION INV. IN=4353.00 CALL UTIUlY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 I I I I / / / / / I / I I I I I I / .r&.L 2-BUSlNESS DAYS IN NNNfCt BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. DAVID A. BERWANGER, P.E. COLORADO NO. 29278 WRC ENGINEERING, INC. / I -- --.------ ---- --.-------.----------. ---. ---- ---- -..---- - -=-=~-- -=== ~::::::-=-._-- ."____ .______ __'___' __.. ___ ___._ ______ '_____._.. '.n._________. ________. ____.._n_ _,_._______ _______._ _____ _..________ 'PE- -.- -GUAR "" 4358 4358 .:J.- -- - ---------- -,--_. T--.=---- - ____, .__ - .______ _...,'~_.'_ __ .._. ..n M- ____Jro:: 4356 4356 - RETE_ 4354 4354 ,--~_. =:::- ~--- - -- --- ~ ------ --._-~-_.._---- 't!iG:'\'> ~-- 4352 4352 '~ t - -----+- --I~- -. ":J:.- ----Jf__ 4350 4350 c--- ---t--~. I -j-- ==::. ::== - -- --- ..4c. ,- 4348 4348 Ii ----- -'---~-,_._-- ------------- ---.- -1(--- '0 ~ " '" I <'I '" o <'I s! " I: I ~ 0.1: ~ " "'-I: I <'I . ",of) O~ <'1<0 s!~ " . 1:<7> 1<7> I: <7> o ~ 0.. I~ <'I "'- o ::> N~ !Ii _ !<<'J .~ 3l: >0 .N "'~ f/I ~ Q.<'I . '" 00 ~<'I n. . <'1<'1 ..,'" 00 <'1<'1 ._~- -- ---- --- -- <--; - -----. .--- -- , -, ,-- --- -- f-- - ~- -=.:--- - i=--- ---. - ~ ____ __..________n --n---------n--r-----------..- __________ ~_ 4346 4346 ',' ,., ," ..~...:..::<.. ", .,.,.-." .....~ . "'. '~""'" ", . <.' , . _ _. .~. ,.' ;.; . "',' .:.. ~." .. , . '. . '. ..... _ '.,' \C- u, ' ", . . -<.>< ".~ . : '.~;~~~~; "~.::"~-" .:~. .~:;..::.;,.: . -- --ftlj'>- F-E;--t2"--- :!At--: ---. ---- 'Z--- - - = 0- - lr 4344 4344 ! " ~- --+--.----.- ------ 1---. -=- o-gr- -.-.:==-;,;;-- --- ---- ---- -.-- .---- ------.- -- - ::L ______ -0--- -- --- -.- .a..2,,____ .==_" -.v-E;)- --.--.- ._-,-- ---- -.-.- .-.--. -- --- - --""'- -~- ---" ------ ---,--.._--.....- .----. _.---,,_.. ----T .."..e." --.Ue----... ---. .-.-------.-- ---.- -------...--..--.. -_. -'-lr"'-- ---- ---1r-=- - - -.--.--1:----------. ,~-"--~ 4342 4342 +- --+.-.-- .- --t-- - --r- -'- = --;;;;I' . ~- 4340 4340 50+00 41+00 49+00 52+00 48+00 53+00 REVISION DESCRIPTION NO. BY DATE o NEH 7/1/99 PROJECT NUMBER 2032 DRAWING NUMBER 7 OF 10 DAB NEH DAB DESIGNED DRAWN CHECKED REVISED AS-BUilT 950 SOUTH CHERRY STREET SUITE 404 DENVER, COLORADO 80246 PHONE NO: (303) 757-8513 FAX NO: (303) 758-3208 MORGAN COUNTY AND COMMUNITY OF WELDONA BOX CULVERT PLAN & PROFIL.E WELDONA FLOOD CONTROL PROJECT VJ~C ~NGIN~~~ING, INC.