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<br />, <br />"- <br />a. <br />'..c <br />'" " <br />:3 c: <br />'" . <br /><D <br />...., <br />I~ <br />...J <br />a. . <br />18l <br />"'0> <br />...,~ <br />o <br />"'6 <br />....., <br />'" <br />;r " <br />.~ 5 <br />~ <br />,;. <br />",0 <br />0.;0 <br />ciq <br />oEl", <br />a.~ <br />a.~ <br />"'''' <br />...,..., <br />00 <br />"'''' <br /> <br />4352 <br /> <br />4350 <br /> <br />4348 <br /> <br />4346 <br /> <br />4344 <br /> <br />4342 <br /> <br />4340 <br /> <br />4338 <br /> <br />4336 <br /> <br />T 3 + <br />SEE PLAlTE OUTLET <br />PLAN AND PROFILE <br />SHEET 6 OF 10 <br /> <br /> <br />, <br />/ /4" <br />/ Ir',( <br />/ /.1 <br />/ I/f <br />//;;$' <br />/ /A~ <br />/ ' <br /> <br />SOUTH <br />PLATTE <br />RIVER <br /> <br /> <br />I <br />/ <br />/ <br />f <br />f <br />I <br /> <br />/"" <br /> <br />/////// I/I! f I <br /> <br />~ <br /> <br />~ <br /> <br />32+00 <br /> <br />33+00 <br /> <br />/ / / / // <br />/ / // I //1 <br />^/ // '/ 'II <br />///1// <br />/ III <br />///1 <br />// <br />/j <br /> <br /> <br />3 FT THICK <br />lYPE 'VH" RIP <br />RAP <br /> <br />STA. 31+23.20 <br />PROPOSED l' <br />CONCRETE <br />CUTOFF WALL <br /> <br />-~--- --~- '., -- . <br /> <br />. --- <br /> <br />.......\<...---- -~-- <br /> <br /> <br /> <br />10' BENCH <br /> <br />\ <br /> <br />\ <br />\ <br />\100' <br />I <br />I <br />/ <br /> <br />STA. 36+05.25 <br />(68.40 FT LT) <br />END 10FT BENCH <br />ELEV=4346.96 <br /> <br />A +87.04 <br />(78.00 FT LT) <br />END 10FT BENCH <br />\ ELEV=f346.78 <br />\ <br />\ \ <br />\ <br />\ <br />\ <br /> <br /> <br />I <br />I <br />I <br />34+00 I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />/ <br /> <br />10 BENCH / <br /> <br />434 <br /> <br />- <br /> <br />I <br />I <br />/ <br />I <br />I <br />I <br />/ <br /> <br />/ <br /> <br />0.42% 3t+OO <br /> <br />.... <br /> <br />I <br />~ <br />'* <br /> <br /> <br />A +. <br />(78.09 n?' LT) <br />END 1 ~ FT BENCH <br />ELEV=4346.42 <br /> <br />STA. 35+30.25 <br />(68.56 FT LT) <br />END 10FT BENCH <br />ELEV=4346.68 <br /> <br />..---5- ;---3- f3.2-1.. -.- ---"----,-~ --- ---- ---- --_.~.^-_._- ~--- ----- <br /> <br />~o- <br /> <br /> <br />-- <br />--- <br /> <br />K <br /> <br />H_ _ <br />--...." --.--- ~ =-~ ----- ------ .--- --. ------- <br /> <br />31+00 <br /> <br />32+00 <br /> <br />33+00 <br /> <br />w~c ~NGIN~~~ING, INC. <br /> <br />950 SOUTH CHERRY STREET <br />SUITE 404 <br />DENVER, COLORADO 80246 <br />PHONE NO: (303) 757-8513 <br />FAX NO: (303) 758-3208 <br /> <br />34+00 <br /> <br /> <br />/ <br />I <br />I <br />I <br />/ <br />I <br /> <br />I <br />I <br />I <br />/ <br />/ <br />/ <br /> <br /> <br />/ <br />I / <br />I / <br />/ / <br />/ 36+00 / <br /> <br />I <br />, <br /> <br />/ <br /> <br />b+oo <br /> <br />~ <br />4; <br />I <br /> <br />I <br />/ <br />/ <br /> <br />\ <br />\ <br />\ <br />\ <br />'\ <br />\ <br />\. <br /> <br />NOTE: EX. CONCRETE RUBBLE MAY BE <br />REUSED PROVIDED IT HAS A MIN. <br />DIMENSION OF 24" IN ALL DIRECTIONS. <br />REMOVE EXISTING STA. 31+13.21 <br />CONCRETE RUBBLE END CHANN L <br />RIP RAP ELEV=4340.30 <br /> <br /> <br />4336.00 <br />OR 2' BELOW <br />WATER LEVEL <br />WHICHEVER IS <br />LOWER <br /> <br />\ <br />\ <br />\ <br />\ <br />I <br /> <br />\ <br />\ <br /> <br />I <br />I <br />/ <br />J <br />I <br /> <br />38+00 <br /> <br />0.42% <br /> <br />\ <br />1 <br />, <br />f <br /> <br />4 +00 <br /> <br />\ <br />\ <br />\ <br />\ <br />\ <br /> <br />I <br />I <br />f <br />f <br />41+00 <br /> <br />) <br />I <br />/ <br />/ <br />42+00- <br /> <br />I <br />/ <br />, <br /> <br />43+00 <br /> <br />! <br />I <br />I <br />I <br /> <br />/ <br />I <br />I <br />I <br /> <br />39+00 <br /> <br />/ <br /> <br />~- <br /> <br />I <br />I <br />I <br />/ <br />...... / <br />~ <br /> <br />/ <br />~ <br />~ <br />/ <br /> <br />I <br />/ <br />J <br />/ <br />/ <br />/ <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />...... <br /> <br />/ <br />I <br />/ <br /> <br />...... <br /> <br />I <br />I <br />I <br />/ <br />/ <br /> <br />I <br />/ <br />/ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />...... <br />...... <br />...... <br />...... <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />/ <br />I <br />/ <br />I <br /> <br />f / <br />/ / <br />/ / <br />! / <br />/ / <br />THESE CONSTRUCTION PLANS FOR THE WELDONA FLOOD <br />CONTROL PROJECT WERE PREPARED BY ME (OR UNDER MY <br />DIRECT SUPERVISION) IN ACCORDANCE WITH THE <br />REQUIREMENTS OF MORGAN COUNlY AND THE STATE OF <br />COLORADO DEPARTMENT OF TRANSPORTATION. <br /> <br />DAVID A. BERWANGER, P.E. <br />COLORADO NO. 29278 <br />WRC ENGINEERING, INC. <br /> <br />---.-.-- --.---. ----.--- ----"-- -------" ------- ----------, -~.-- -.------- -'__'__' ___ -.----~__. ----,_____ ~____m .___.____m _____..._.__ _____,_ _._____ ._._____ ~__'^..__ ____ '_ m.._..______ ___ <br /> <br />;.)>--?;.~/.......Y'J~.._';'i!t!'">>/h <br /> <br />I <br />Z <br /> <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />1-800-922-1987 <br /> <br />--- -~---- -.-..--- .-----... .-------- _..._---_._----_.~_._. ------ ..----..- -.--..------..---------..- ,---- ------ <br /> <br /> <br />< <br /> <br />50 25 0 50 <br />I I I I <br />SCALE: 1"=50' <br /> <br />100 <br />I <br /> <br />.r&.L 2-BUSlNESS D.\'YS IN NNAHCE <br />BEFORE YOU DIG, GRADE, OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTIUTIES. <br /> <br />.-, <br /> <br />3 FT THICK <br />lYPE 'VH" <br />RIP RAP <br /> <br />.. I I. <br />l' <br /> <br />SECTION D - D <br /> <br />3794 <br /> <br />STA. 31 +23.20 <br />CONCRETE <br />CUTOFF WALL <br /> <br />'" <br /> <br />\ <br />\ <br />\ <br /> <br />\ <br />J <br />/ <br />I <br />/ <br /> <br />46+00 <br /> <br />) <br />/ <br /> <br />I <br />I <br />I <br />I <br />44+00 / <br /> <br />N.T.S. <br /> <br />45+00 <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />/ <br />/ <br /> <br />/ <br />/ <br />/ <br />/ <br />/ <br />I <br /> <br /> <br />I <br />/ <br />/ <br />I <br /> <br />(L) <br />~ <br />w <br /> <br />:J <br /> <br />:r: <br /> <br />, <br />/ <br />/ <br />/ <br />/ <br /> <br />:.. , <br />_ 43;0 <br /> <br />I <br />/ <br />I <br />I <br />/ <br />/ <br />I <br />I <br />/ <br />/ <br /> <br />rv~vY---y-V'V'rv-----'\.., <br />! <br /> <br />-------.--.-.---- ---~---_. -----'--- ...----.-....-- -.-.-------. ----- ---....--.- ------- ...,,---,,-----_. ----.-.- --_.~--_. ---..- <br /> <br />--- .----- --.-------- ----- --- -----... ------- ------ <br /> <br />--- -----..=- ---- ~-= _.::..- -~: <br />- <br /> <br />/ <br />/ <br />f <br />I <br />I <br /> <br />/ <br />f <br />J <br />/ <br />/ <br />/ <br />I <br />/ <br />I <br /> <br />--- ------ -._----- --- ---... ---- ------ <br /> <br />---- ----- -.--.-.- -.-- ----- ------ -.---- -----.. ----..--- ----._--. <br /> <br />.---- ----- ----. -------- --'---.. ---'--- ----- -------.-- -------. --- <br /> <br />-_. --.--- ------ --- --- --.-- ----' ----..--- -.-- --- <br /> <br />..------- ~------ ---"--. -~-- --- ----.--.- ----~--_. ------ -. ----.---- .---.. -----.--- --- -.. <br /> <br />-~~ ._-,,- -_._-,- .---.---- --------------- <br /> <br />---- --' --- ----- ..----- --- ------- -------'-'- ---- -..-.. --.---- --~- ---.---- <br /> <br />--- --- ------- - -- ---.- --- "--'-- ---- _...~,-- ----.--- -~_. --- '--- .------ ----.--.--- --- <br /> <br />- <br /> <br />..~---._.- --'---' ---_.-.-- -.------.-- ------- -- -.----_. ,,-..-.-.-.-.. ------- .-.~_._-----_. --.-- ---,-. ---- ..---------- -------. .-.------- .-----.- ------- <br /> <br /> <br /> <br />--.- ---.--. -----. --.----.- --------- .----------. .---.-- _._---~.. ------- ----~ --,- '--'--- ---- --_. --. <br /> <br />~_._-_.__. <br /> <br />-- - --- <br />~ .......---- ---.- ---. <br /> <br />__ __,__,,~___ .___m___.___. ___._______ .___._____. ____.. __...__ ____...___ ____ <br /> <br />- <br /> <br />'___'___' __..~,__.__ .._________ _..______ _____._ _____.___ ___"_e___' ._____._'"_.. ~___._._.. __"___'''_ _________.~, ___._ __. ....________.... __.___,__ _.___.____ _________ _________ ____._. ___.___'_"__ _.__ _.____ _~__..____ ______. .__._____ .~___ _____._ <br /> <br />---~3. <br /> <br /> <br />4-2?!::::: .... - .....--=-==-___ ____ <br /> <br />--.-- --.---.- -..----- ---- --~-- ------- -~.._-- .--.-,---.. _._-~_. ----....-- --- <br /> <br />~----- -- <br /> <br />. <br /> <br />_..^-------,,---- _.._-~---_. --.-..----- ---~ -.----- ------ ----- --"-. ---. ------ -_._'~"- ------- --. -.... -----. "------- --- -,-- -.-- <br /> <br />-- ----- F1:ew- INE <br /> <br />-- ------,--- -""- -- --.-- -- ------ ---- ----- <br /> <br /> <br />35+00 <br /> <br />NO. BY DATE <br />o NEH 7/1/99 <br /> <br />DESIGNED DAB <br />DRAWN NEH <br />CHECKED DAB <br />REVISED <br />AS-BUILT <br /> <br /> <br />-- ------=-= ---- ----=-~ =::;;;:;. <br /> <br />- <br /> <br />4352 <br /> <br />4350 <br /> <br />=--0: 4348 <br /> <br /> <br />-------- -- ------- --.--- -'-~ -^"- .---- ------- <br /> <br />---- _._~ --- ----_.---- -~ --.. ----- -- <br /> <br />---. --...-.-.----- ----. --.---- ----- -_...,------ ---'--- ----.-.-. '~--' -------.- ...--.-. --"------ <br /> <br />-,,-- ---~ ~, ,---_.. --.------ ---- ---'-- ---~ ------- ----- ----- ---~ '-- -.---- ----- ------ . <br /> <br />.- ---- ~-- ----. -,,------ ~--_.-- ---- "-- ---. <br /> <br />-.------- ------__ _____ ____ __M""_. _____...____ _.________ _____ <br /> <br />-' ---- -----, ----.--.- ----..-- ----..-- -,,---.--.-- -- ---- .--------- .-.-.-- --- --.------- ----.- ---..-------.. -----. ----.---- ---- <br /> <br />--- .-- -- -~--- -------- ~-- ~--_. ---- <br /> <br />-------- -.---.-- --- -~--- -,---- ---- ----,-- ------ ---- .------ ---- ----,,---- .------ -- <br /> <br />--,--- ------- ,,-.---.-- ------- ---------- ---'---"--' --..----- -_.~-- -.-.--'- ..------- ----.-- ---"'- .---.- -.------ --.----------..- .-.-.--. <br /> <br />".- -~--- -~ - -~-- -------.- ~-. --- .----- - ----- ------- -'-- -.-- --- <br /> <br />36+00 <br /> <br />37+00 <br /> <br />REVISION DESCRIPTlON <br /> <br />38+00 <br /> <br />39+00 <br /> <br />40+00 <br /> <br />MORGAN COUNTY AND <br />COMMUNITY OF WELDONA <br /> <br />41+00 <br /> <br />42 +00 <br /> <br />43+00 <br /> <br />WELDONA FLOOD <br />CONTROL PROJECT <br /> <br />44+00 <br /> <br />45+00 <br /> <br />46+00 <br /> <br />4346 <br /> <br />4344 <br /> <br />4342 <br /> <br />4340 <br /> <br />4338 <br /> <br />4336 <br /> <br />CHANNEL PLAN <br />31+00 to 46+60 <br /> <br />PROJECT NUMBER <br />2032 <br />DRAWING NUMBER <br />2 OF 10 <br />