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<br /> <br />, <br />....." TOWN OF <br />-" CROOK <br />SEWAGE. <br />LAGOON <br /> <br />END STA, 3,.00 <br />SEE DETAILS <br /> <br /> <br />I - <br />45': <br /> <br />j-SQi- <br />PERMANENT I <br />EASEMENT ' <br /> <br />@ <br />3- 60d NAILS <br />IN FENCE POST <br />EL,=3T05,88 <br /> <br />~ <br /> <br />o 25 50 100 <br /> <br />I <br />200 <br /> <br />I <br />300 <br /> <br />I <br />L N <br />I <br /> <br />\~ <br /> <br />. w'<I'~-'>"~1; - t1f ': rq <br /> <br />!-v~' <br />, <br /> <br />~ ---..- -- .. - <br /> <br /> <br />~ <br /> <br />\.~~ f <br />\1' ~_ :."--.t, <br />! :~-- ~~, I <br />f~ I. <br />\ '\ ~..~~ 1'. _ L <br /> <br /> <br />\ <br />Ie <br /> <br />-- <br /><. <br /> <br />l <br />I <br />t <br /> <br /> <br />... <br /> <br />.. <br /> <br />~ <br /> <br />l <br /> <br />r <br /> <br />l.., <br />, <br />\, <br />\. <br />\ <br /> <br />$,,4 <br /> <br />t' ~. .... <br />, ~. <br />....~ ~,", \1" '\. ..." <br />." \ \ \ '"\ '. ~ . ~ ...:' , -y. ., <br />\ "'~ " . <br /> <br />\ ' :~1.~,;,. '\ <br />\ ~ \. , . <br />. ,. .t, .', <br /> <br /> <br />~..'\\ " " <br />\ - ~ <br />\ \ <br />\ <br />\ <br /> <br />~~ <br /> <br />f <br />t <br /> <br />r.. <br /> <br />~ PT STA 6+50 M1 STA. 9+S0 t. L c. <br />47',10" FROM L1GHTPOLf\ ~ u> <br />TO MANHOLE ~ ~ <br />VSTA. 9 +00 t CONNECT 12"PIPE TO' ~ <br />EXISTING PUMP .z. <br />STATION VAULT(96"; PRECAST . ~ <br />CONCRETE) <br /> <br /> <br /> <br />~ <br />ell <br /> <br />I. <br /> <br />OUTFALL LOC TION <br />SHALL BE VE IFIED <br />I' ~f=Nf4T d%R <br />.. -~ ' <br />I . <br />. . <br />, La- <br />C- <br /> <br />. . <br />.:), " <br />~"-~~1~tl--"'--"'-_...-4 W <br />10 TO. NHOLE .... ,~.. <br />. . · l... f:: '.. <br />.r~. .~ <br />N~"" '. ~. <br />.. .. <br />.~~:~ <br /> <br /> <br />'''--W -'''--4" <br /> <br />\ <br />\ <br /> <br />'\ <br /> <br />, <br />, <br /> <br />f <br /> <br />.. <br />~ ~.,~ <br /> <br />. . <br /> <br />SIGN TO <br /> <br />PROPOSED <br />12 N DRAIN <br />A <br /> <br />, <br /> <br />rti-ct. ", ... <br />. . . a,t~ <br />..,. I . <br />.. f:. ,..'" e <br />~"f <br />510. 154M '.' . ~lt. <br />She~ .. ....,- <br />~~.!..-.-. .~J <br /> <br />, <br />\...... <br /> <br />..' <br />. <br /> <br />- <br /> <br />Match <br /> <br />. <br /> <br />Line <br /> <br />.""' <br /> <br />... <br /> <br />... If'. ~.' <br />· . ~ - '; 4.. -, <br /> <br />-:,c <br />: ,'I <br />. ... <br />-"""- <br /> <br />NOTES <br />THE CONTRACTOR IS REQUIRED TO EXPOSE EXISTING <br />UNDERGROUND UTILITIES IN THE VICINITY OF STA. <br />91'00 <br />THE LOCATION OF SOME PROPOSED IMPROVEMENTS <br />MAY BE ADJUSTED, IF REQUIRED, WITH THE APPROVAL <br />OF THE ENGINEER, <br />SEE SHEETS 586 FOR PROFILE AND DETAILS, <br />SEE SHEET ...L FOR TYPICAL SECTIONS <br /> <br />';'ft' ~"'1ll'""""'J'WlIJ'~ <br />] ,. , <br />~ <br />, <br /> <br /> <br />.~ <br />.tf <br />" <br />} <br />~>) <br /> <br /> <br />f <br /> <br />. <br />t~. <br />.' <br />, <br /> <br />, <br />, <br />i I <br />~ <br />t <br />I <br />. <br /> <br />j'.(' <br />1 <br />, t <br />f <br />- <br /> <br />~ <br /> <br />i <br />. <br /> <br /> <br />"AS BUILT" AUGUST, 1992 <br /> <br />INo, <br /> <br />RevISIon <br /> <br />3727 <br /> <br />PLAN-STA. 3+00 to STA. 15+00 <br /> <br />7jWN :JF CROOt< <br /> <br />SUBSURFACE DRAINAGE PLAN <br /> <br />Designed by' T F <br /> <br />Scole'\;:; SHOW'\! <br /> <br />Drawn by: K lJ <br />Checked by: R W <br /> <br />Dale: 2, 92 <br /> <br />Projecl No.' ,,' 1(' :?l, <br /> <br />r Dale ev- <br /> <br />Kiowa Engineering Corporation <br /> <br />1776 So. .Jackson Street <br />Suite 1001 <br />Denver, Colorado 80210-3809 <br /> <br />ShEE T 3 <br />