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<br />+ <br /> <br />6712 <br /> <br />+ <br /> <br />-' <br /> <br />-,!,' <br /> <br />" <br />" \ / <br />\ <~~-'" ~\- <br /> <br />"",...., <br />'" ~'<', \\ <br />' " <br />~ '" " <br />~ \ V I ", <br />." ........... <br />"/ '<~'" '\ <br />"',>...... ". <br />~<,.. <br /> <br />, <br /> <br />, <br /> <br /> <br />I ,',' <br />; I <br />i;l <br />I! <br />II <br />\1 <br />, <br /> <br />i <br /> <br />J / I <br />...... , , <br /> <br />.."'....,_ f <br />.....-.."'" f <br />:-~ -/ I ~ . <br />i ,.' """,. . "~--"1: <br />, . I .i i,', ..f ,., <br />~. - "~ ' J ,. . 1 i <br />1 "::; - !.. _ I ~-. i / << " ; . <br />f ,-:-.<t".."/__._.~.' ~-l~) Ii <br />t 'I I:. II <br />Z . ; "', f:,I .', f " <br />'" ", 36"1 RCP, ' II <br />"-.1 ( i <br />i ' -- HEADWALL W FLAP GATE ' i " <br />f i. , STA. 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"/, -'~AP,-~J:.-""', <br />.~,~, "',1 <br />~ "'..: 'SEE NOTES .4 & 5 , ',' <br />o. ," <br />.~. .' <br /> <br />,.., <br /> <br />'" .; <br /> <br />-'--...-', <br />~'<,- '\ <br /> <br />~ <br /> <br />4 <br />,,-----,"~-'''''''''-''''' <br />~ -"'"' \, .,. <br /> <br />" <br /> <br />- <br /> <br />"'~,,~-"'" /' <br />" ' <br /> <br />- -~--.- <br /> <br />.-"""", .+ <br /> <br />, \ <br />, ' <br /> <br />" <br />f <br /> <br />9~QQ <br />RELOCATE FENCE ' TO EAST <br />RIGHT=OF -WAY LINE. <br /> <br />" <br /> <br />, , <br />\ '0'" <br /> <br />,.' <br /> <br />f <br />\ .'<,. <br /> <br />, )'", <br /> <br /> <br />".-' <br /> <br />3:'\ <br /> <br /> <br />~,' .A- <br /> <br />-', '", <br /> <br />.~-'-' ,--,,-, <br /> <br />w ,~ ,- <br /> <br />_.' <br /> <br />,\,\+OQ <br /> <br />"..-'''- - <br /> <br />-,"'.~ <br /> <br />,'\2+00 <br /> <br />:S, <br />II <br /> <br />f <br />\ <br />\ <br /> <br />17+00 <br /> <br />. <br />1 - <br /> <br />..... <br />TOE OF SLOPE 0 <br />I , + <br />TOP OF SLOPEi ~ <br />" <br />" I NOTES: S <br />1, SEE SHEET SSl FOR STORM SEWER <br />PLAN/PROFILE AND DETAILS. <br />2. SEE SHEET CP1 FOR LOW FLOW <br />CROSSING LAYOUT AND PROFILE. <br />3, STA. 14+50 TO STA, 15+60 AND <br />STA. 15+75 TO STA. 17+75 TRANSITION <br />NORMAL-FLOW CHANNEL TO 90' WIDE AT <br />LOW-FLOW CROSSING, SEE SHEET CP1. <br />4, PLACE RIPRAP(D50 = 12" ,DEPTH = 18") <br />LEVEE EMBANKMENT, STA. 4+50 TO <br />STA, 14+00 TO 3 FEET BELOW TOP <br />OF LEVEE (TYP,). SEE SHEET CS-1 <br /> <br />" <br />/ , <br /> <br />/ <br />I <br /> <br />CJ <br /> <br />, <br /> <br />, <br /> <br />'\4+00 <br />..-* <br /> <br />~.O.'ti., ,'\3+QO .... <br />, <br />{ ',- <br /> <br />',' <br /> <br />" <br /> <br />EXISTING 9' DIA." CULVERTS <br />TO BE REMOVED <br /> <br />5. PLACE RIPRAP(D50 =Hr, DEPTH 30") ON BOTH CHANNEL <br />BANKS, STA. 14+00 TO STA. 17+00. SEE SHEET CS-4 <br />6, SEE SHEET G3 FOR CURVE DATA AND <br />HORIZONTAL CONTROL <br />7. SEE SHEET CS-1 THRU CS-10 FOR CHANNEL <br />AND LEVEE OFFSETS AND ELEVATIONS, <br /> <br /> <br />'- <br /> <br />~--- <br />-------~ <br />------- <br />--- --==----------- <br />~------- --- <br />~--------- <br />--, <br /> <br />ON <br /> <br />50 25 <br />r' ~. <br /> <br />o 50 <br />,~ . ~ <br />SCALE: 1" =50' <br /> <br />100 <br />"J <br /> <br />. <br />! <br /> <br />T <br /> <br />'"' <br />T <br /> <br />r <br /> <br />! <br />+ <br /> <br />+ <br /> <br />,~ <br /><( <br /> <br />T . <br /> <br />, <br />I <br /> <br />y <br />4 <br /> <br />SCALE: 1"=50; HORIZ. I <br />1"=10' VERT. <br /> <br />l <br />, <br />1 <br />, <br /> <br />, <br />I <br /> <br />,- "' <br />\ <br /> <br />y <br />:W,,, t <br />, 0 '-' <br />.<(z, <br />OD::Vl"- <br />LOc.:>Vla.. <br />oi OU <br />CO 010:: ~ <br />+ w1u W <br />(f) W <br />-ro~:r: <br />-: a..IO Vl <br />..l0...J ' <br /><<.o::lL.W <br />1-,., W <br />(f)u..~Vl <br />,:r: 0 <br />'U...J . <br />11- <br />,<( <br />,::E <br /> <br />, <br /> <br />5040 <br />, - \ <br />I <br />. <br /> <br />-+, <br /> <br />4-..- <br /> <br />", " <br /> <br />:5040 <br /> <br />t - -'t <br />, <br /> <br />, .lliITE; , <br />t I, i <br />PROFILE GRADES! BASED ON <br />LENGTH ALONG ~ OF LEVEE. <br />STATIONING SHOWN ON PROFILE <br />IS BASELlNt:, . <br /> <br />. <br />! <br /> <br />, , <br />; <br /> <br />I <br />I <br />1 <br /> <br />81 <br />6' <br />.~I <br /> <br />gL <br />wI <br />ZI <br />: ~I <br />:,~ <br />I .:1 <br />1 <br /> <br />I <br /> <br />--, " <br />, <br /> <br />. -~. <br />, <br />I <br /> <br />!5030 <br /> <br />5030. <br /> <br />5020 <br /> <br /> <br />PROFILE GRADE <br />TOP OF LEVEE <br /> <br />" <br /> <br />0.45% <br /> <br />0,00% <br /> <br />I <br /> <br />:5020 <br /> <br />... -. <br />\ <br /> <br />d_ <br /> <br />y . <br /> <br /> <br /> <br />rcEXISTING GRADE <br />~ OF LEVEE <br /> <br />-..-, <br /> <br />...,4970 <br /> <br />.,,1~___,___ _" <br /> <br />-,,~ "-" ...* <br />: <br /> <br />, , <br />. , , <br />-~ ----"'1 -..--..- -" <br /> <br />+ <br />, <br />I <br /> <br />---l -" - +. <br />y <br />I <br />I <br />! <br /> <br />....-". ,- ~--. ~- <br /> <br />I <br />~-_. ,,~-,-~.~ <br /> <br />, <br />i <br />'-'1" ----~" .-~. <br />! l <br />. , <br />! <br />, <br /> <br />...-+ <br />j <br /> <br />, I"- <br />- -.., --,~".._", . <br />ID <br />.... <br />o <br />LO <br /> <br />" -~ -1 " <br />I <br />, <br /> <br />i <br />., <br /> <br />",,- t-__ <br /> <br /> <br />-.J <br /> <br />I~ <br /> <br />---.J'" <br />I . <br />~ <br />L <br />I~ <br />til ::r: <br />~I~ <br />u.~ <br />0'" <br /> <br />~I <br />~ <br />-..~I, <br />..-; <br />o <br />L() <br /> <br />.5010 <br /> <br />.5010 <br /> <br />,,__ L <br /> <br />EXISTING GRADE , <br />BOTTOM,OF CHANNEL <br /> <br />. <br />y <br /> <br />5000 <br /> <br />.t,.. .",-__+ <br /> <br />". "-p. <br />, <br /> <br />.. , <br />, <br /> <br />:5000 <br /> <br />. <br /> <br />: <br /> <br />, " <br /> <br />" , <br /> <br />4990 <br /> <br />.4990 <br /> <br />, <br />, <br /> <br />" <br />J <br /> <br />_-_--1. <br /> <br />, <br />I <br />I <br />i <br />I <br />__4_-_.~~, <br /> <br />i <br />I <br /> <br />y <br /> <br />W <br />W <br />GJ <br />..J <br />U. <br />0" ",j <br />0' <br />o a.. <br />010 <br />co~ <br />+. <br />v' <br />~-r::, <br />CO <br /><i...- <br />~O <br />VliL() <br /> <br />t-- <br /> <br />W <br />W <br />Gj <br />...J <br />U. <br />o <br /> <br />a.. <br />o <br />~ <br /> <br />.-.~. ,-- <br /> <br />w <br />w <br />Gj <br />...J <br />U. <br />o <br /> <br />a.. <br />o <br />~ <br /> <br />.4980 <br /> <br />, <br />T <br /> <br />4980'_ <br /> <br />, <br />,r, <br /> <br />_"" t,_ <br /> <br />,- <br />j <br /> <br />~... --- <br /> <br />J <br />1 <br />--'I -- <br /> <br />, <br />\ <br /> <br />I <br /> <br />I <br /> <br />I <br />." .... -! <br />I <br />i <br /> <br />--j ._~ <br />, <br /> <br />-! <br />I I <br />:...... L.. <br />17+00 <br /> <br /> <br />- r~- <br /> <br />.. -- <br /> <br />1 <br />I'" <br />, <br />I <br />I <br />I <br />, <br />-,.~.- _" --t-... _,.. <br /> <br /> <br />~ <br /> <br />I <br />I <br />~ t l() <br />, --t .~__.______l-_____.__.. . <br />! f L{) <br />1 t ~ <br />, 0 <br />I L() <br />, <br />, <br />i <br />i <br />I <br />.~--....-~_~,_ ~+_0~~___~___4-~'__~_ .:. <br /> <br />... ~"--- <br /> <br />4970 <br /> <br />y <br />4 <br /> <br />- - ._.- .- _.~~_. .. <br />, <br /> <br />4 _,_ - __-I <br />j <br /> <br />t <br />, 1 <br />t <br /> <br />+-,-- <br /> <br />r <br /> <br />---I - - .-~ ~ <br /> <br />I <br />{-. . <br /> <br />l <br />~.~-,,----~.~--~.- <br /> <br /> <br />-,.-----'..._~.,.~..--+--_.. <br /> <br />~- ~-_._,.,...,~-~- . <br /> <br />20+00 <br /> <br />19+00 <br /> <br />18+00 <br /> <br />16+00 <br /> <br />15+00 <br /> <br />14+00 <br /> <br />13.+00 <br /> <br />12+00 <br /> <br />11 +00 <br /> <br />10+00 <br /> <br />9+00 <br /> <br />8+00 <br /> <br />w~c ~NGIN~~~ING, ~c. <br /> <br />WRITERS' TOWER SUITE 500 <br />1660 SOUTH ALBION STREET <br />DENVER,COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br /> <br />DESIGNED DPK!GPBOATE 07/13/93 <br />ORA WN EJM DA TE 07/13/93 <br />CHECKED DATE <br />REVISED DATE <br /> <br />TOWN OF ERIE <br />COLORADO WATER <br />CONSERV A TION BOARD <br /> <br />COAL CREEK <br />FLOOD CONTROL PROJECT <br />PROJECT NO. E-1723- 31 <br /> <br />CHANNEL IMPROVEMENTS <br />PLAN AND PROFILE <br />STA 7+50 TO STA 20+00 <br /> <br />PROJECT NUMBER <br />#1723 <br /> <br />DRAWING NUMBER <br />PP3 <br /> <br />+ <br />