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II <br />hi <br />[il <br /> <br /> <br />u <br /> <br /> <br />3806 <br /> <br />!I ~. <br /> <br />ST~ 48+00 TO 51+00 <br />SEE BOX CULVERT <br />PLAN AND PROFILE <br />SHEET 8 <br /> <br />~~i <br />I' <br />" <br /> <br />Iii <br />,1 <br />.! <br />., <br />.. <br />j:lt <br />I" <br />~"- <br />'I' <br />,'j' <br />~. <br />'I. <br />~' <br /> <br />.'1" <br />.., <br />Mr <br />., <br />'I <br />'II <br />l'i; <br />~; <br />I~I! <br />,. <br />, <br />; <br />.i <br /> <br /> <br />-: OCLL ['..0' 0oJl. <br />CULVERT PER COO <br />0T:.1 m:.RfJQ Dliie <br />SHEET 9 <br /> <br />NOO"21 '11 liE <br /> <br />2669.78' <br /> <br />-- <br /> <br />'. <br /> <br />-- <br /> <br />-- <br /> <br />-- <br /> <br />""':'7!JP' <br />, /111/;:1 <br />iJ =73"42'22" Ill/!: <br />R=230.00' / / / <br />L=295.88' <br /> <br />-- <br />i <br /> <br />-,- <br /> <br />-- <br /> <br />-- <br /> <br />11) <br /> <br />-- <br /> <br />-.... <br /> <br />-- <br /> <br />18" <br /> <br />~ <br />- ~ 'if'--L EXISTING GROU~D <br />- - _ 2.0' 2.0' <br />t---! - - <br />3.0' <br />SECTION C . C <br />N.T.S. <br /> <br />-- <br /> <br />, . <br />.. <br /> <br />-- <br /> <br />PROPOSED <br />'" ~~ =':~.~."..' .::. ...= .... :. ~ ~"~~.~~6~~~~~CT <br />.....- .' ...... ... ~.. -NOf"1 "o1rw' .. ....299.63' '., "- <br />DAYL~HT_L1NE _ \- _ _ ' _ _, _, <br />, "'1::'_ <br /> <br />- - --.. <br /> <br />- <br /> <br />- <br /> <br />/' <br />DAYLlG LINE <br /> <br /> <br />4 5 <br /> <br />-- <br /> <br /> <br />I <br /> <br /> <br />Ig <br />,+ <br />'co <br />i '<t <br />/ W <br />o / Z <br />- <br /> <br />NOTE: GRADE SIDE SLOPES AT 2:1 WITH 3' CHANNEL <br />') BOTTOM AND 2' TOP Of 8ER~ WIDTH. <br /> <br /> <br />CFlu. TO ELIMINATE SUMP( " <br /> <br />/ <br /> <br />TOE OF SL E <br />'30 tv 53+00 / <br /> <br />f <br /> <br />54+00 / <br />/ <br />, <br />/ <br /> <br />I <br /> <br />0.45% <br />. <br /> <br />51 00 64' <br /> <br />\ <br />f8 00/ <br /> <br />47+0 0.42% <br />. <br /> <br />. <br />, <br /> <br /> <br />iJ =85~19'16" <br />R:;:, 199.99' <br />.1.=297.81 ' <br /> <br />100' <br /> <br />. <br />. <br /> <br />UTILITY NOTIFICATION <br />ENTER OF COLORADO <br />. -800-922-1987 <br /> <br />;TOE OF S P <br /> <br />~/ <br />~'? / <br />/ TOE OF SLOPE / <br /> <br />:r: <br />(.) <br />~ <br />:s <br /> <br />I <br /> <br />,i' <br /> <br />/ <br /> <br /> <br />. , <br />'Ir <br /> <br />I <br /> <br />REGRADE IRRIGATION <br />DITCH TO AVOID <br />DRAINAGE CHANNEL <br /> <br /> <br />/' <br /> <br />,I;W. 2-BUSlNESS D4'tS IN NNNfCE <br />8EF,RE YOV OlG, GRADE. OR EXCAVATE <br />FO THE MARKING OF UNDERGROUND <br />MEMBER UTIlITIES. <br /> <br />/ <br /> <br />/' <br /> <br />/ <br /> <br />./ 1 <br />,,- <br />/ PROPOSE <br />DRAINAGE: TRACT <br />/ /BOUNDA~Y I / <br />- /'. <br />-- . <br /> <br />373.35: <br /> <br />- <br /> <br />DAYLIGHT LINE <br /> <br />~rj3'15T <br /> <br />DA IGHT LINE <br />" <br />I <br /> <br />'/ <br />/' <br /> <br />I I ,/, /1 / <br />/1; ,'/////1 / I <br />I////~'~~> : / I . <br /> <br />,. <br /> <br />I <br />/ <br />/ <br />! <br /> <br />/ <br /> <br />/' <br /> <br />/ <br /> <br />,/ <br /> <br />/ <br /> <br /> <br />. -;j' ;;68-35'14 N <br />R=20.00 <br />L=23.94' <br /> <br />--- -- <br /> <br />iJ =55.27'58" <br />R=20.00!. -- <br />/" <br />.b=r19.36' <br /> <br />-~- -- ---- ./ <br /> <br />GUARDRAIL TYPE .3 <br />W-BEAM PER COOT <br />SHEETS 10 & 11) <br /> <br />) <br /> <br /> <br />; fiO <br />i <br /> <br />50 <br /> <br />100 <br /> <br />iJ =101"24'58" <br />R=120.00' <br />L-212.4 <br /> <br />I~ <br />heY <br /><< ')\) <br />/~ <br /> <br />1.",,50' <br />1 """2' <br /> <br /> <br /> <br />/ <br /> <br />/ <br /> <br />EERS STATEMENT: <br />tHESE ONSTRUCTION PLANS FOR WELDONA FLOOD CONTROL <br />, <br />"",,ORGAN COUNTY, WERE PREPARED BY ME (OR UNDER MY DIRECT <br />ISUPERVI ION) IN ACCORDANCE WITH THE REQUIREMENTS OF THE <br />~OAOWA: DESIGN, CONSTRUCTION STANDARDS, STORM DRAINAGE <br />I DESIGN 0 TECHNICAL CRITERIA OF MORGAN COUNTY, STATE OF <br />COLORA O. <br />I <br />, <br /> <br />I ()AVID BERWANGER, P.E. <br />i' <br />ItOLORA 0 NO. 29278 <br />WRC EN INEERING, INC. <br /> <br />CORR. L <br /> <br />-- ~- "-. -- -- --- -- ~ -. - - -~ <br /> <br />(SEE <br /> <br />- --....... <br /> <br />---- - <br />~. --.....-. <br />""~~ ........... <br />."..,,~ "- <br />~,_ -....;O;..~"""- -........ <br />.... ,......""'" <br />. , ........~ -........ <br />. "o,~~ <br />"'.~~~ ............, <br />'~.~~ ~~~....... " <br />. ,- ....-''''''- "- <br />-~-:.,,'-':;~~ ......... <br />" ' ". &);-,... I <br />~;: ~~ '-~~~~ <br />-~. --..~""""" <br /> <br />SOO"01:... '5,g"W <br /> <br />_383.50' <br /> <br /> <br />-- <br /> <br />, <br />I <br /> <br />...... <br /> <br />~ <br /> <br />...... <br /> <br />NJTE: REFER TO PLANS FOR COOT STRUCTURE NO. 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'::..::'" '.::=.:"'=::::-' :::=::: -'-$ A;-4 +e <br /> <br /> <br />N--'- <br /> <br /> <br />l___. <br /> <br />4344 <br /> <br />4344 <br /> <br />.. <br />-~- j--+--- - <br /> <br />--i4.--..-- <br />;-...----~_. <br /> <br />58~bo <br /> <br />46+00 <br /> <br />47+00 <br /> <br />48+00 <br /> <br />49+00 <br /> <br />50+00 <br /> <br />51 +00 <br /> <br />52+00 <br /> <br />53+00 <br /> <br />54+00 <br /> <br />55+00 <br /> <br />56+00 <br /> <br />57+00 <br /> <br />59+00 <br /> <br /> <br /> <br />NO. BY DATE <br />o NEH 10/11/99 <br /> <br />PROJECT NUMBER <br />2032 <br />DRAWING NUMBER <br />4 OF 11 <br /> <br />DAB <br />NEH <br />DAB <br /> <br />DESIGNED <br />DRAWN <br />CHECKED <br />REVISED <br />AS-BUlL T <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 />C' ANNEL PLAN <br />4 +50 to 58+00 <br /> <br />MORGAN COUNTY AND <br />COMMUNITY OF WELDONA <br /> <br />WELDONA FLOOD <br />CONTROL PROJECT <br /> <br />w~c ~NGIN~~~ING, INC <br /> <br />I <br />i! <br />