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<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 />
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<br />/
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<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 />
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<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 />
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<br />/
<br />
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<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 />
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<br />/
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<br />I
<br />/
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<br />
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<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 />\
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<br />/
<br />I
<br />/
<br />
<br />46+00
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<br />/
<br />
<br />I
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<br />I
<br />I
<br />44+00 /
<br />
<br />N.T.S.
<br />
<br />45+00
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<br />'___'___' __..~,__.__ .._________ _..______ _____._ _____.___ ___"_e___' ._____._'"_.. ~___._._.. __"___'''_ _________.~, ___._ __. ....________.... __.___,__ _.___.____ _________ _________ ____._. ___.___'_"__ _.__ _.____ _~__..____ ______. .__._____ .~___ _____._
<br />
<br />---~3.
<br />
<br />
<br />4-2?!::::: .... - .....--=-==-___ ____
<br />
<br />--.-- --.---.- -..----- ---- --~-- ------- -~.._-- .--.-,---.. _._-~_. ----....-- ---
<br />
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<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 />---. --...-.-.----- ----. --.---- ----- -_...,------ ---'--- ----.-.-. '~--' -------.- ...--.-. --"------
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<br />-,,-- ---~ ~, ,---_.. --.------ ---- ---'-- ---~ ------- ----- ----- ---~ '-- -.---- ----- ------ .
<br />
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<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 />
|