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<br />\ /~y <br />~ ~~ <br />~ ~ <br />\ / ~~ <br />\ 0/~ v/"'" <br />~ \ + -' /"'" <br />\~\ \ ')0%\ /"'" <br />~ + /?:-,,1i\\ ~ /"'" <br />~ +\ ')0/" l.i~ <br />\ Ri:1 Rap ~ n ~~/"'" <br />~~K ~0/_ y \~ <br />~,t i-/'), " <br />'5- ' o,,"',~ \, <br />~'!;.., c-p -1 <br />Underdroin Outlet ~""- 0" , . <br />Head Works 'O~ "" , 1 '\ <br /> <br />~ <br /> <br />~ y <br /> <br />~\~L- <br />4 <"~(V 0 <br />CONTROL POINT A , (\ <br />NORTHING: 7526,13 \J ~ <br />EASTING: 21480.23 <,,-"" <br />ELEVATION, 797498 ~ <br /> <br />\~ <br /> <br />yo <br /> <br />7990 <br /> <br />7985 <br /> <br />7980 <br /> <br />i/ <br />;Jj <br /> <br />7975 <br /> <br />'\' <br />r, <br />V) <br /> <br />PPROXIMATE LOCATION <br />4 , WATE~ <br /> <br />MH#1 <br /> <br />OUTLET <br /> <br />~ <br /> <br />\\0 \ <br />0<9\ <br />'\~ <br />-, cp 00>- <br />~%\ <br /> <br />Vc> (V <br /> <br />~\ <br /> <br />c/c> \ <br /> <br />~\ <br />'~\ <br /> <br />c/c> \ <br /> <br />j\lK., <br />0" <br /> <br />( <br />0(1 ~ <br />o ~ <br />2>0\ <br />(V~ <br />0\ <br />0,," " <br />-"";< '\ <br /> <br />\ <br /> <br />\ <br /> <br />.--0 <br />0-"" \ <br />f- <br />(0 <br />"?(v <br /> <br />'\ <br /> <br />\ <br /> <br />\ <br /> <br />~ <br /> <br />XISTING ~OUNO <br /> <br />/7/ <br />/ W <br /> <br />SURFAC E '(, <br />r\""l/ <br />'~ ' <br />0.' <br /> <br />VEGA DITCH <br />LATERAL <br />HORIZONTAL: .'''=5P' <br />VERTiCAl: 1 = 1 0 <br /> <br />APPROXIMATE LOCATlO~ <br />MH#2 10", SEWER LINE <br /> <br />1\111 <br /> <br />319, 2 LF 12 NON -I-'I:.I'(~, <br />POL YE HYLENE PIPE at 0.157. <br /> <br />INVERT IN <br />INVERT OUT <br />STATION <br />SURFACE <br /> <br />2+00 <br /> <br />D <br />e <br /> <br />'-' <br />z <br />~ <br /> <br />>, <br />......, <br />CQ) <br />::J(f) <br />O::J <br />UO <br />I <br />o <br />- ......, <br />;-=: L <br />"""'::J <br />(f)0 <br />Ou ' <br />U <br /> <br />w <br />'-' <br />~ <br />>- <br />cr: <br />W <br /><Jl <br />t!, <br />Z <br />.... <br />[5' <br />w <br />z <br />~ <br />LO <br />Z. <br />W <br /><Jl <br />~ <br />>- <br />"'" <br />o <br /> <br />. .. <br /> <br />.. ... .:' .........:. .',,:, :"':'. '. ::. .:~ :.'.:. '" <br /> <br />m <br />m <br />m <br />- <br /> <br />m <br />- <br /> <br />I <br />()w <br />...z <br /><{- <br />7990 :t...J <br /> <br />C'1 <br />In <br />en <br />o <br />m <br />N <br />L <br />Q. <br />"'" <br /> <br />7985 <br /> <br />"' <br />=> <br />I- <br /> <br />m <br />'" <br />'D <br />C'1 <br />"' <br />m <br />'" <br />Q. <br />--- <br />ru <br />en <br />m <br />- <br />o <br />o <br />--- <br /><Jl <br />I- <br />'-' <br />W <br />--:> <br />o <br />cr: <br />0.. <br />--- <br />~ <br />"' <br />c- <br />o <br />'-' <br />--- <br />m <br />co <br />~ <br />L <br />"' <br />"' <br />co <br />,~ <br />m <br />co <br />u-! <br /> <br />7980 <br /> <br />7975 <br /> <br />7970 <br /> <br />7965 <br /> <br />INVERT IN 7960 i5w <br />INVERT OUT I;;( z <br />STATION :t...J <br />SURFACE <br /> <br />14+00 <br /> <br />u <br /> <br />444.23 LF 12" NON ERF, <br />POLYETHYLENE PIPE at P,20:y' <br /> <br />3+00 <br /> <br />I <br />7965,78 <br />7965,68 <br />3+92.47 <br />7970,15 <br />4+00 <br /> <br />6+00 <br /> <br />5+00 <br /> <br />VEGA DITCH <br />LATERAL <br />HORIZONTAL: J "=5P' <br />VERTICAL: 1: 1 0 <br /> <br />MH#6 <br /> <br />MH#5 <br /> <br />328,93 LF 10' PERFORATED <br />DI"II I ~toJ~ PIPF at 0,59% <br /> <br />I <br />7968,14 <br />7968,04 <br />14+38034 <br />7976.55 <br /> <br />I <br />7970,19 <br />7970,09 <br />17+67.26 <br />7979,91 <br /> <br />15+00 <br /> <br />16+00 <br /> <br />17"'00 <br /> <br />~ '~~ <br /> <br />~ <br />/' <br />~ .-<1 /' <br />t1 l) /' <br />~.~/ <br />~~" <br />,,/ "'\ 0,: <br />\, <br />\ <br />\ .'., <br />\' <br />~ \."\~'.:;" . <br />~ i~~.,...~ <br />"" ' '~~"'" , <br />-"'" Vi <br />(1,,< 0. '~" . "::, <br />'/ ',~ \ ',..,', <br />~~ <br />"..: \ <br />0(1 " <br />(V ~\ <br /> <br />/> <br />~ (\ <br /> <br />i'\ <br /> <br />y , , <br />)1./ <br />~ / <br /> <br />/'~ y/ <br /> <br />,~ m <br />\..y <br />~ <br /> <br />APPROXIMATE LOCATION <br />6'" WAT~ <br /> <br />~ <br />...........--- <br /> <br />7+00 <br /> <br />8+00 <br /> <br />------ <br /> <br />" <br />-'~- <br /> <br />,^" <br /> <br />EXISTING ~ROUND SURFACE <br /> <br />;v <br /> <br />244.10 LF 10" PEF FORATEO <br />POLYETHYLENE PIPE at 0,74% <br /> <br />18+00 <br /> <br />19+00 <br /> <br />~ <br /> <br />J <br />1 t.- <br />.\, <br />V, <br /> <br />MH'~ <br /> <br />-.. <br /> <br />I <br />7966,76 <br />7966,66 <br />8+36.70 <br />7973,41 <br /> <br />CONl <br /> <br />I <br />7971,99 <br />7971,99 <br />20+11.35 <br />7979.55 <br />20+00 <br /> <br />9+00 <br /> <br />~ <br /> <br />" <br /> <br />~ <br /> <br />\ /~/' <br />\ % <br />\ <br /> , <br />\ ~ C ft <br />~'* .":/':: <br /> \ ~ <br /> \ , /..{ ~/ <br /> \ <br /> \ /. \ ')\' <br /> ~ <br /> \ <br /> \/:;; <br /> C::' <br /> N' VI" . ..." ~o <br /> <br />~ <br />s~~ ;--- <br />I;v,Q <br />So ~ <br />('..q.." '1SIS <br /> <br />APPROXIM~ TE LOCATION <br />4.~ WpTER LINE......... <br /> <br />379,72 LF 10" PERFORATED <br />POLYEH YLENE PIPE at 0,20% <br /> <br />~ <br /> <br />"'1 c.r <br />.. - ,':;, <br /> <br />MH#4 <br /> <br />APPROXIMATE LOCAT O~ <br />1 O"~ SEWER LINE , <br /> <br />7967,61 <br />7967,51 <br />12+16.42 <br />7974.12 <br />12+00 <br /> <br />10+00 11+00 <br /> <br />- <br /> <br />1- <br /> <br />~ <br />-~ <br /> <br />~ <br /> <br />Bp.,SIS <br />BVI'<~g\J'1'< <br /> <br />7990 <br /> <br />7985 <br /> <br />7980 <br /> <br />7975 <br /> <br />7970 <br /> <br />7965 <br /> <br />7960 <br /> <br />21+00 <br /> <br />o <br /> <br />APPRJXIMATE LOCATION <br />VJ ",\I"," LII~", ~ <br /> <br />~ <br /> <br />221.92 LF 10. PERFORATED <br />POLyrn YLENE PIPE at 0,20% <br /> <br />13+00 <br /> <br />OA VIS ENGINEERING SERVICE. INC, <br />576 SPRUCE STREET - P. 0, 80X I~ <br />DEL NORTE, COLORADO 81132 <br />PHONE: (719) 657-3304 <br />FAX: (719) 657-0711 <br /> <br />REV, <br /> <br />DATE <br /> <br />BY _D. <br /> <br />COH~2-t - - - - - - - -f- _ <br />.2 <\ -, <br />I' '~~~; CO/~ ~ 1 <br />,~). ~, ~2 ; <br />, ~ I I <br />, '......,1 <br />I , 0 I ~ <br />, , 0 <br />Q) ~ III L I <br />C~ -......, <br />o ~ :1 if) Ilir <br />-1..: I <br />~k L <br />..c;' lul <br />~ ~ ~ ~ 1/ <br />::J I ..c <br />: L I Catholic ~ U II <br />u I ~ ~ <br />~ Church ~~ III~ ,. .. <br />, -, ~~ - ~ - <br /> <br />( __- - ~_ _. 4-- t ^ <br /> <br /> <br />, 1--- Churcr Place - , '- '-" -- MHH61~ d <br />--- 8/MHJl5 ',' L.. .j.-____--r-~/ <br />'--- . 6"" N 1L~J-~ ----~-----'+Ol 17+60 :;.- <br />"To;, ~- - -,ji~_ _ - - ,.):00 - - - -;-;";r'l- 32a-:i2 I - 11 .. " 00 -/ c-0 " <br />.- "" <br />CONTROL POINT' 0 <br />NORTHING: 8385.42& <br />EASTING: 20948,78 <br />ELEVATION: 7976,21 <br /> <br />h717 <br /> <br />IW <br />~z <br />::!i::i 7990 <br /> <br />7985 <br /> <br />7980 <br /> <br />7975 <br /> <br />7970 <br /> <br />7965 <br /> <br />7960 <br /> <br />rC;:: <br />-:t> <br />~~ <br /> <br />14+00 <br /> <br />1998 UNDER DRAIN PROJECT <br />VEGA DITCH LATERAL <br /> <br />DESIGNED <br />CTD <br /> <br />DRAWN <br /> <br />CTO <br /> <br />CHECKED <br />JAO <br />APPROVED <br />JAD <br /> <br />THIS DRAWING IS THE PROPERTY SHEET NO. <br />OF DAVIS ENGINEERING SERVICE, 3 OF 6 <br />INC., AND IS NOT TO BE USED <br />FOR ANY OTHER PROJECT WITH- SCALE <br />OUT WRITTEN APPROVAL OF " , <br />DAVIS ENGINEERING SERVICE INC 1 - 50 <br /> <br />CLIENT DATE <br /> <br />TOWN 04/27/98 <br /> <br />OF PROJECT NO. <br /> <br />SAN LUIS DO 1852 <br />