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, t I I I I, i . I I ' I I I I, I I I : ' I I I I L I. i ' I':' I , I I' i 1" I; . '; I I , I .OJ , I :u.. :0- 'I I N If ~ 'N.c , " 'roC . .~ cD 0-1') 'I l.:.i- .N 'I') - ,:. O~ I C'h., I Ui;: I ' ~, , 1-_0 i I >- I I -. i~(!) , 0.3:: >cciq ,'[ 1::8 I I mY) i I 10 ,,' NN , 1')1') 00 ,NN . I. i'i, --- \:)y '" ;:; '" , / STA. 49+76.02 (57.33 FT RT) END CUTOFF WAlL ELEV. 4354.00 EXISTING WATER MAIN TO BE LOWERED BY OTHERS SEE PROFILE EXISTING TELEPHONE LINE TQ BE LOWERED BY OTHERS SEE PROFICE) EXISTING FIBER OPTIC LINES TO BE LOWERED BY OTHERS (S,EE PROFILE) - PROPOSED DRAINAGE TRACT BOUNDARY - 4355.-.. ,/ /' 4350 4:1 ELEV.-=4354.0 0.00% 0.50% , 1. 0603.7 END OF CONCRETE APRON ELEV.-=4350.35 STA. 50+42.72 30.38 FT RT TOP WING WALL ELEV.-=4355.71 STA. 50+42.57 ELEV-=4349.95 0.50% . STA. 51+23.00 L .- 52+00 Not 7'30"W 0.42% ... '0 C! g .- 51+00 '0 V (Cl 48+00 0.50% . 0.50% . 50+22.57 t.: ELEV-=4349.00 TRANSITION CHANNEL BOTTOM TO APRON GRADES . 5 . ELEV.-=4350.35 0.50% ,,'" "0' '" ,)j' ?j J' ;> ;> ~ / , , TOP OF HEADWALL ELEV.-=4355.71 STA. 50+21.58 32.11 FT LT ELEV.-43 O. 0.00% . <rJ '" 48.09 FT LT) 10' BENCH " 4:1 = 4355 , \ i / / / STA. 49+74.74 80.42 FT LT) 18" RCP WITH FLARED END SECTION INV. IN=4353.00 EXISTING WATER MAIN TO BE LOWERED BY OTHERS (SEE PROFILE) I TI G T LEPHONE LINE TO BE LOWERED BY OTHERS (S EXISTING E OPTI LOWERE BY OTHERS PROPOSED DRAINAGE TRACT BOUNDARY I I I I / / / AJ':I" ~ .~ NOTE: REFER TO PLANS FOR COOT STRUCTURE NO. C-21-AC FOR BOX CULVERT CONSTRUCTION y---- / 4358 -- ------- ------ ---- -------- ------..- ---,---- ----.~ -- -- ..- -GUAR RAIl-- ~ 4356 .. . -.-- --. - - - - - --- -------. ._._~ .- --00 TER-5 4354 4352 4350 4348 . -----..- - .._- - ------- .~-"" --- -- . --- .-.. -t -- '&:-.[. -:.JD~ -..- -- - -'Et . -43c 435 j. -____ _ __ _ _ _. _ _ _ __ .__ ...---'It_ ____ ___ __..,._ _ ~_ _ _. ~ 4 << - 4__ .A __~ '__'__' __ ___u . - ~o~_ ~~_ _ "_~~_ ___ __. _ ___~__ ~ I CU~OFF WALL seqTloN A-A N.T.S. I I 16.0' 125' 3.5' E EV.-=4351.0 3810 . ELEV.=4351.5 . 1 . . . BOX CULVERT WINGWALL I iseqTloN B-B i N.T.S. I I I :-.................................................................................................................................................."" ........../.....///,~...../.....////......-'....../....../, I Z €: 20 10 20 o 40 HORIZ. SCALE: 1.=20' VERT. SCALE: 1.-=2' . . . " ENGINEE S STATEMENT: THES~ CONST UCTION PLANS FOR WELDONA FLOOD CONTROL MORGAN COUN ,WERE PREPARED BY ME (OR UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROADWII.Y DESI N, CONSTRUCTION STANDARDS, STORM DRAINAGE DESIGN AND T CHNICAL CRITERIA OF MORGAN COUNTY, STATE OF COLORADO. DAVia A. BER ANGER, P.E. COLORADO N . 29278 WRC IENGINEE lNG, INC. ___ ~_ _J --_.- ------ --- -- ~-"-~' ----.--.- -.. - --- - -- -- - - ------ - ---- - -- --.---. .--- -- .-.--""."- --"--J - 4346 4344 - -R ER--M TERIA - . . :: -:.::- --c4.o. .g..:gE:~--:':-:. --: -:.::-=-= - --~ ~CB-1_,l1:: -.~ - -- ~ --.- - - -TOP- 0F---E .1-2"-. :.~: ~~- ~tcK~: .::_-_.. ---- - -~~ - _ -~i _WAr- ~~ -of .. ...u .. n_ --. -. .. -..- --t.ew R-T-e-4345; 4342 ..r-V - __.. - . - on _ _ _ n_ ~: :. _ _<; _ _ _ _ . _ ___________ -ir_: ~::_.:.- :_=___:___ =_:"::':":._ --..:iJ- --f>.o j--;lI-. ---- -~-- ---- ~ . . . uoo .-.-...... -- '..r'O- - .... '-Il::- .-. -----.- - -."", .: ..J-o.- ----- -- . .. ------ . I"r -- . - ~ - - -. - -- -. - . - - - - - - - . ____ __~: .-=_ _200 -:=....:.: -:.:__=____ _=:::: _=- !-e- _~___ ;Z;_..:..~ h __._ _ ___ no _ _ -------. - -.- .... --: -.--- -- -:-:- - ~~::.;J ---- -- ----- .-. n__ ------ -V') td' ---- ----- --i=i- ~~:-~....---.-=:.:-:.-~- :-::~~:~_:.:-:::~ --~~ ~-m- ~-- ---- - ---- --fr-- .-' -2.' - ---' 4340 48+00 49+00 50+00 51+00 52 +00 w~c ~NGIN~~~ING. INC. 950 SOUTH CHERRY STREET SUITE 404 DENVER, COLORADO 80246 PHONE NO: (303) 757-8513 FAX NO: (303) 758-3208 DAB NEH DAB NO. BY DATE o NEH 10/11/99 WELDONA FLOOD CONTROL PROJECT DESIGNED DRAWN CHECKED REVISED AS-BUILT MORGAN COUNTY AND COMMUNITY OF WELDONA ~ox CULVERT P~AN & PROFILE 4358 4356 .. 4354 4352 .-- -- ~ - 4350 4348 4346 4344 4342 4340 PROJECT NUMBER 2032 DRAWING NUMBER 8 OF 11