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J' ~ I- a::Z OW ~:i: W W owl'-C> I-(/) a:: '<t I-...J o o"~ Z U)O(/)w +';;...J co_-z <i<it:<t I-I-W...J (/)(/)00.. LESTER W. BUSCH HELEN D. BUSCH DANIEL L. BUSCH '" t- \ t..\ f l- I I I \ ~'" -F KIOWA CREEK - -- \ \~-- -- 3-. o. a:. ~ \ \ \- \~ \ \ 3843 '" 0.. >- >-- v >-- Z W ~ Vl \2[5 "Z 00 :;:: >-- u IL ::) 00<: >-- ~~ 00 >--u + ~" -~--~\.to ., ,~ . ~ . , ~ . \1?0 ~G, - -~O . ,.~ ~ .~" ... . "1-. . " \ ~. Q~ g ,. 01- \ 1-0 ~.. , - ~"" '\~ "'<""'1-~.., \ ' "\ i:;.".I (t~0 " '. ~ ~6 ~ "" "f'\.. ~ '.~ ~9. ~~~0 IIlIIll ."" I \ ~ "iaM2~~~ IT <: '~~' \ \ ~..,.... I \. \ \.,~IZ." cMP , \\ - .~ \:~;,. ~~('" ~ \ ,~\~ ~ -r-'-\.~\ i N~~ \J "'. .J.---4. ~ . \"~ ,..) . ~~~ ~ ~ ~ ~ I 12" PVC ~ \ IRRIGATION . ~ -~. 110 olPE ~ r ;~ ..... 1! \ 11 ;, \ tl I : 'Ii~, I \ \ . I A-90'TOWN OF WIGGINS ~ I /r' %-50' CONSTRUCTlO~EMENT (TV?) G~ \~\I" \ ~i \ i ~ : \ m- ~ . :=J" \ -:~ ~ <11- (/) 4 u.J (}, EXISTING L.J - -' (/) 1\ ~~~o~~i~6N o~OR ~~ I I __.- CONCR~I~~,:~T~~ --- - ~~--pq. ;,~'g:A::[~LlTlES, i ~~: j )\ //_~~T;.;~'::'';G~INS~, _", _ = ,~;r . 38 ( )/ p~~~ ., ~ J: ~:"~~ ~ ~CULVERT BY THES-1 ", 0'.... :;...--e:'r"'e'ENTERt.1NE ""'-~""'D'~ " "0," ,w,,,"" t'" TOWN O~~'GG'NS L', -~ · 0 TOWN <Yf WIGGINS ,___-\ T.H.3 \ ,SUI'V - - , EXCAVAT ION.. STA 19+00 jYA' Wi'" _ II 3p -'- ~ TING CHANNEL~ ....... i' ..... ' jBM 1 l' ~ t!'" T. H. 2 )<. .~- . \ EXIS """ I ~ CULVERT BY ... 25 -e---- ~.:- -S 01 33' 43" \'~ ~ - \ -r- ~ THE TOWN OF 3 .\' J~ i \ INS. n h-=-- -,---r.-.-r- ~_ '_r:\u" 20 W!GGINS \ ~ STA, )~+QO TO STA, 39tOO TOWN OF WIGG H \ .-1-~.-J.--L~ .-T r - / \ \ ALIGN TRICKLE CHl\NNEL WITH t/ 1 \ -L--A- YJ.. P.1. 13+00.94 / /' ~"~ SlJl"'~ "","u", T l 7-- f'.:: rz " ~~;,;~~'5~~~\O'~ ~TOWN O>F\ ~ STA. 29+501: : WIGGINS --1\1 ~ MD ENTRANCE REQ'D. / ji GRAVEL SURFACED ROAD '- 230' EAST J 110 1 WEST OF <t ___I.-----r- \- /.i. I I. ST A. 22+901: 10% MAX. GRADE .--- n..J.- /' '- :. FIELD ENTR~NCE REQ/D. 7 GRAVEL SURFACED ROAD --=--- 30' EAST J 190' WEST OF <t . I 10% MAX. GRADE STA. ?/+QO:t NEW IRRIGATION FACILITIES REq/D. 245' OF 10" IRRIGATION PIPE(f'I.v.C.) SINGLE TURN OUT STRUCTURE. 20 L.C. 9~ CONC. DITCH,SEE DETAIL SHT. 6.LOCAi~ IN 'LINE WITH EXISTING DITCH 20' WEST QF' TOP OF CHANNEL SLOPE. ABANDON EXISTING IRRIGATION PIPE. EXISTING POWER POL~O BE RE~OtATED 50' WEST BY TOWN OF W IGG. I o I o '" N -\ ~ ~ \ l ~\ ;;c,NETIC ~86 \2000 10_ - w"-: oC:: I"'-~ +C\J 1"'-- lC) rlTOWN OF W.lGGINS It I AT TOP OF SLOPE + ~ 0 (/)8 00 ..... '" - 1\ 0.;<] WELL HOUSE ~- ~~ ~~~ ':J ~--'" ~~-- --=-y I / ; ---~ ( \~ T.;, ~/\. \~ ~ . ,....-- . . . ---- ~ ..~~ 1-~ I "":\'Oo i ~ I "'~~ ~ S'~ ~ ~. " I '\\1 \\1000~ STA. 10+50 TO STA;"1'1+00 ALIGN TRICKLE C~EL GRADING WITH EX)STING DITCH COLORADO DEPT, OF HIGHWAYS DRAINAGE EASEMENT FOR INFORMATION ON LIMITS OF CONSTRUCTION SEE SHEET 6 AND CROSS SECTIONS - -- -- STA.19+00 TO STA, 30+40Z lOt WIDE ROAD SURFACE 8" ABOVE SURROUNDING GRADE ~\. o '" i STA. 23+601: 50 L.F. OF 18" CMP REQ/D. ADJUST INV. TO FIELD CONDITIONS PLACE CONCRETE RUBBLE EROSION ~ I~ROTECTION FOR A DISTANCE OF \.l0' DOWNSTREAM z o o o N .................. I: .....:.... LOUISE W. BUSCH ........4- \ B;M. i -76~LT. STA, : Zz,:-t jO:t(CHANNELl . ...:...... SPiKE 1 N 1jI0RGAN C0, ,Rt.A POLt. aO; 33140... S;W; SIQf;:OF'WE"'''HOl;JSf; . .: . : ....: W ::" : ELEV";4J43:20 "":. ..::.... .' ::: .. a.. ... ....... , . . . . .. ........ ':.' ,'" :..... ... .......:...:...: ..,...:...:.... :. .................... .:.. .. ....:.. ': ,...........:._:...:.. . ..0: rI'T . 'i"1 ...... .... .... .... : .... z ...... .... . : . ':~:. ..:... ,:. : : . 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MODIFIED OR USED FOR ANY OTHER PROJECT OR EXTEN. SION DF THIS PRO. JECT EXCEPT BY AGREEMENT WJTH SAIO COMPANY. SCALE 1"= 100' HOR ;"= 5' VER. TOWN OF WIGGINS MORGAN COU NTY. COLORADO CHANNEL PLAN AND PROFI LE Engineers Architects Planners DRAWN NAC CHECKED J G F APPROVED J DA 800 Eighth Avenue POBox 2021 Greeley. Colorado 80632.2021 303 356 3930 DATE DEC. 1987 PROJECT NO 86136 00 PROJECT n ~ KIOWA CREEK FLOOD 3 PROTECTION IMPROVEMENTS 14