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<br />TOE OF SLOPE
<br />STA. 57+00
<br />(30.95 FT RT)
<br />ELEV 4352.73
<br />
<br />TOP OF SLOPE
<br />STA. 57+81.53
<br />(50.06 FT RT)
<br />ELEV=4357.80
<br />
<br />
<br />TOE OF SLOPE
<br />
<br />CATTLE CROSSING PLAN B
<br />
<br />N.T.S. _ _ - ...........
<br />_4-358
<br />
<br />PROPOSED CATILE
<br />CROSSING SEE
<br />DETAIL PLAN B)
<br />_-4358----..........
<br />
<br />
<br />/'
<br />/'
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<br />
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<br />
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<br />10' BE.NCH
<br />
<br />PROP SED CATTLE
<br />CROSSING (SEE
<br />DETAIL PLAN A)
<br />
<br />'"
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<br />
<br />~
<br />7 ~~~rrv'-v"''',~vv-vv--v--\.-..,
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<br />4362
<br />
<br />4360
<br />
<br />4358
<br />
<br />4356
<br />
<br />4354
<br />
<br />4352
<br />
<br />4350
<br />
<br />4348
<br />
<br />4346
<br />
<br />58+00
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<br />w~c ~NGIN~~~ING, INC.
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<br />62+0
<br />
<br />61+00
<br />
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<br />
<br />TOE OF SLOPE
<br />
<br />-4355
<br />
<br />4360
<br />
<br />. 4360
<br />
<br />DAYLIGHT
<br />LINE
<br />
<br />CORNER OF CUTOFF WALL
<br />STA. 57+83.14
<br />(44.34 FT RT)
<br />ELEV=4357.75
<br />TOP OF SLOPE
<br />STA. 57+91.39
<br />(44.15 FT RT)
<br />ELEV=4357.74
<br />
<br />l;.,,;,h I,
<br />
<br />.~"'.
<br />
<br />
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<br />
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<br />CUTOFF WALL
<br />(S~DETAIL) /
<br />
<br />"
<br />
<br />63+00
<br />
<br />0.25%_ 64+00
<br />-
<br />
<br />.........
<br />
<br />
<br />
<br />
<br />.....
<br />
<br />TOE OF SLOPE
<br />STA. 57+28.20
<br />(52.84 FT LT)
<br />ELEV 4352.84
<br />
<br />TOP OF SLOPE
<br />STA. 58+ 12
<br />(54.74 FT LT)
<br />ELEV=4361.01
<br />
<br />
<br />
<br />.......
<br />
<br />.....
<br />
<br />CATTLE CROSSING PLAN A
<br />N.T.S.
<br />
<br />.___ _______,. ____ .. ^ _ ^_ _~__ ________ _____m.__~ ~____ _____ _____
<br />
<br />
<br />10' BENCH
<br />
<br />PROPOSED IRRIGATION
<br />FLUME SEE FLUME
<br />DETAIL ON SHEET
<br />10 OF 10)
<br />
<br />
<br />STA. 66+78.20 34.15 FT RT
<br />BEGIN IRRIGATION FLUME
<br />INV.=4359,47
<br />(TIE INTO EXISTING
<br />IRRIGATION DITCH)
<br />
<br />--
<br />
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<br />70+0
<br />
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<br />
<br />69+00
<br />
<br />A
<br />
<br />/ / 68+00
<br />/
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<br />'-
<br />A 65+00'- '-
<br />
<br />66+0
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<br />PROROSED 24" RCP
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<br />STA. 66+70.95 31.91
<br />END IRRIGATION FLUME-
<br />/
<br />BEGIN 24" RCj?/'
<br />CONSTRUCT /TRANSITION BOX
<br />INV.=4359114
<br />
<br />STA. 66+67.09 66.36 FT LT
<br />END 24" RCP
<br />INV.=4358.96
<br />
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<br />"
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<br />TOP OF SLOPE ..................
<br />STA. 58+20
<br />(65.15 FT LT) ......... ___
<br />ELEV=4361.02
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<br />TOE OF
<br />SLOPE
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<br />TIE IN EXISTING GROUND
<br />STA. 58+56.32
<br />(74.38 FT LT)
<br />ELEV=4357.36
<br />
<br />CONCRETE SLURRY
<br />CUTOFF WALL
<br />
<br />
<br />
<br />D ET AI L
<br />
<br />8 FT CATTLE PATH
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<br />3796
<br />
<br />..........
<br />STA. 73+00 TO 77+00"
<br />SEE SHEET ~~
<br />
<br />.......
<br />
<br />
<br />\
<br />
<br />71 +00 0.25%
<br />..
<br />
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<br />
<br />
<br />10 BE.N ~
<br />
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<br />
<br />,
<br />
<br />CALL UllUTY NOTIACATION
<br />CENTER OF COLORADO
<br />1-800-922-1987
<br />
<br />25
<br />I
<br />
<br />.c&.I. 2-BUSltESS EtAYS IN N:N1HCE
<br />BEFORE YOU DIG. GRADE. ORfiAVATE
<br />FOR THE MARK:ING OF UNDE GR UND
<br />MEMElER UTILITIES.
<br />
<br />o
<br />I
<br />SCALE:
<br />
<br />50
<br />I
<br />1"=50'
<br />
<br />100
<br />I
<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 />---- --.---- - -- ---. - ~-~-- --- ~ -~--~ ------- --~----
<br />
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<br />
<br />4362
<br />
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<br />
<br />--- -_._~--- ------.-.- -'-"--" ---- "----~_._."
<br />
<br />-"- -~-- ------ ._---~-_.- -- .-"--.-.--.
<br />
<br />
<br />6+ .
<br />5- ..~
<br />.- .. ---BE 'b ME.
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<br />
<br />- ~_. -~ --
<br />
<br />
<br />59+00
<br />
<br />60+00
<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 />DESIGNED
<br />DRAWN
<br />CHECKED
<br />REVISED
<br />AS-BUILT
<br />
<br />DAB
<br />NEH
<br />DAB
<br />
<br />-!.Jc'..:..__
<br />
<br />61+00
<br />
<br />62+00
<br />
<br />NO. BY DATE
<br />o NEH 7/1/99
<br />
<br />-. ------ --- -"-- ----.~ --'---~-"'- -".,--- -.--
<br />
<br />-
<br />
<br />--._"-- ----- -.--- ~.- ._,,----
<br />
<br />4360
<br />
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<br />
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<br />
<br />----, ---- ----." ..---- -~- ..-------- ----------- -- ----.. .--- ---
<br />
<br />..___._.____ ___ ___.____ ._____n ___. _._ _._~__ ____._._.... _________.__ ___, _____ _"__. ___ ____.,_.._
<br />
<br />--.-'- "--.- ----- .------ .--.- ---.--"- --..--. -
<br />
<br />---.--- ----.-.".-- ._---- ----- ----- ---------- ---.-- ----.--. ----- ~..._..._-- ----- ----
<br />
<br />-------- ---___ _____.. ""___ .__ __._,,"_M __________ '___.__.__ ____ __ ____._ ___,. ..____
<br />
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<br />
<br />-_.-- ---.---" '--'-- ..------- -- ------ .__.~---- ---. ---.-.- -- --
<br />
<br />-- --..-------- --- - .~ ~----- ---- -----
<br />
<br />o
<br />
<br />- -0.- 4358
<br />
<br />4356
<br />
<br />-- ::::z::
<br />
<br />----._- ._-
<br />
<br />
<br />4354
<br />
<br />- ---- --.---.- "'-"--- -_.- -,-- --- -~ -----
<br />
<br />4352
<br />
<br />4350
<br />
<br />------ ---- -~ ----- ~--
<br />
<br />-.------- -- ------ --- -- -.--- ----
<br />
<br />-"-- ---- -- -.-. ------- ----.------- --~---
<br />
<br />4348
<br />
<br />----....-- -------."- -------. ---____ "'___.__."_ .__,,_ '"___.__._"_ e___ ~__..__ ____.,,~_ "_.___~_ _____. ____..__. ~______
<br />
<br />---- --.- -'-- -- -
<br />
<br />---- -'--~- ."-- ---.--- -".--...- '--- ,,------- --------. --._-~
<br />
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<br />
<br />----""- ------ .-------- .-.----.,,----- --.--- - --- ~ ------.
<br />
<br />4346
<br />
<br />--- -.-..---- .---- _._-"---- -- -----.--.-- ,-.-- _.~----- ----
<br />
<br />----- ------- ----- ------- --.-- -_.-_.~--- -~.- __"___ '_"_e'
<br />
<br />63+00
<br />
<br />64+00
<br />
<br />REVISION DESCRIPTION
<br />
<br />-----. ---------. .--- ---- ~--._--- -"- ~--- ------ -- -- ."-- ---
<br />
<br />65+00
<br />
<br />66+00
<br />
<br />67 +00
<br />
<br />68+00
<br />
<br />69+00
<br />
<br />70+00
<br />
<br />MORGAN COUNTY AND
<br />COMMUNITY OF WELDONA
<br />
<br />WELDONA FLOOD
<br />CONTROL PROJECT
<br />
<br />71+00
<br />
<br />72 +00
<br />
<br />CHANNEL PLAN
<br />57 +00 to 73+00
<br />
<br />PROJECT NUMBER
<br />2032
<br />DRAWING NUMBER
<br />4 OF 10
<br />
|