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I I I bYp~ J I ( "'I. . t.--.- I ".1 ! '. ; ':. " - ,- , i-i.>.. t, r._; I ,'I' H "';..i1" l:H,r, 1'"'.------..----..- ! .--_.._.__._------:---.-..._---~._--.... --~~ --,--_._--------"- -'- --~_.,----"----::'------ , --_.-.-...:~.L._....___:.__:.....__~+-'...:'. , . " ;'" , ~ . , ..' . . . . .. . ~:--........~~_...-:--:-.~-~_.__._--~_.-:-~--~~---:._~_.,.,~._-_..~---.....;...~.- . i ~, f ,- -~ . .... ~-_........- ....- - " ._---~- .._'-...--- - w .w w 0 > 0 ID oj , N . , w ,- I .......... o o ID .n N o o o \!i N o o ID. <D N o o o ". N o o If) ,,- N START DITCH. INVERT ELEV. 6925_8 . SLOPE AT -0.4 % TOWARDS RIVER SEE DRAWING 71-438-1444 FOR TYPICAL SECTIONS o o C<. 00 ~ 632~i,6 x \ \ \--- -- .",,,.r .,,)"+1 w w w RO_W BOUNDARY DO LORES +. . - . ,"' 'j, / ; / ROAD FeOnLE ArI'O . PM/KING LOT DETAILS, SEE Of/AWING 71- 400-150' €92B q , \ \ 692!il\ - \ \ \ 69255\ \ . ,69273 ....~. ~ -. ". ...._ , . \\. . c'::69304dJ" -. .' . 1 '----- --' "-' .).69203,2 ;0;6':928.8 . "I-(-~---~_:"-_~' I I I I j ,.... --1 L . . 'lC + ." . , ' N 307,500 + + -+- --- .----" I ~- 1\_// (// I / ) ~ ) /~---- I / j/ --- / I (-----;:-" / (.--------') I j \ "" "\.. . I /. I / J ! ___ ;---.-> -.....J l___1 \. . / ..______\ _- _==____ \____ __ ~-_===~~=~.o==_=__ \\\. . -~925~~-)'~~~~ \. ~ _/~ ~ ~ \\ ~~ I: ..' J.~~ Ii / ___~~ ___ . I' __ ___-~. 1\ ___~ I' I' . , L, / \1 r-~J , L_ \ REMOVE APPRO / / / / I ! I PLANTING DETAILS, SEE [)RAWING 71-400-149_ # /'9' ~~ ~ "'.' 69?l5 . x 6929.9,. ( \..--- \ \ , ( , -1~XISTlNG CMP STORM. SEWEf?OUTFALL INVERT . EL 6925.3 SLOPE UNIFORMLY>TO DITCH . ADJACENT TO DIKE ..' . " .... ---- ",. -.... . "'- -, --~~..... ~~__._~~~~~ ,k69?:-~~-r-:-~ . ,_ ",~. , ~.:---o_'-", . :/' j J '. . 'r-:'~~' . . 69':>~. .1,1 . l <v. . i . I . - \ . - ~;\/ . 1:-') __.........692~j___~:. .:'~/.'.' ..,~~\\.~~:, . . --,,\ I......... ... >_ "'F----.. ...:-..---- f. i~ ~= -- _. .' . --- ". . ANGLE POINT . STA.2S+6o.02. L\ 0'1504 8'0 ," RT. , - + 69<'5 6920.3 ., - LANDFILL AREA 2 SEE DRAWINGS # 's 7'1-400-/4/ ANO-142. I -j- APPROK LOCA TI WAT[R '-'N~ I . 6g?;. ~ 6928.5 II ;.- f . .6925.0 --.............. '\>+ .... .....~.: - --:-< . \- " ......... . ~ . \,. '.' ".' : .~----~ . -2V~~- .,.... . -~.693a9 ..-...~~~- ~~.,. ----, ~-'~ -. , - - :u . . ~ ~ ' START -DITCH; INVERT' '. ~ ELEV -6927,0' SLOPE :- + @ ..,.0.3%. TOWARDS '_ ~. . . HIGHWAY' EMBANKMENT . ~ -(J\ ; . / , 6924.0 r- /' i , ~-- .---/ ~\ WI94 "- FIRE HYDRAN /' \ (TO BIiT-Xi - {UED .r< '"'"I BY 9tHE ) I /' tI ~6 v-<.. / y 6g I /' " / ( 6_9 r., ,1,3 I A . ,L ,6918.0 \ I ,~ ...-v_ '- ~-- . . . .-:'. . , 92:_~" 6935.-' . .~. -----~ . ........ ...: ...- \ -... '\ 6922.5\ :s: J' \ (/ 917:0 ,\ -' 69285 / L " r'-? 1Y . 69?, / '\ __~ L.<f / / \' 0/1 /' ._____--;:----- 1/1 \ \ ~ I I .-----~........--- ./ - --- \ / ~ - ----\ \ .', '92----2.3 - _-.2.922_3, 69223 , 6928' ----.,"- \ \' \ U f \ /11/ 1\\ \ / I fI 9,,1 ~ \ \ 6922.1 /; I II' 6 v -1%, \ \ \ x p) j; '11" \\ \ \ \ v/J?fi;;J 69226 \ ~923 / viA' 7A '/ \'~~,=:,- 926 /) I . /VI:i:tr:'r' '- ""- ____ __ t -"'''/) /'1/ / '- '-:'---.. -- - - _ -::::::::::_ . / 1// VI " _ I .6924-2 _/ :/ / I ----- );-~/:: :f7 j // / _/I !1 . ~/0 ~':) --- /./;/ /Ij; I h/~ //- -;:/' / 'y / / ff '__', ~p~_ ;:::---7?-' / /-", / . . ~L' 'T' ~~~ S / r"J //,. '( ~~, . -~~ ./'~O fl ~/' ,"'V/ /-1 _____, l ~ --.,~ ____.-1 DOl- / / c( 0\0 . ~ .' '" '--. ~ __----- /~ ~//7 ,\ . . >, ~ ""- J '" ~ ~_ c- // ~~>,f,9IaR .9~, '-- ~ 6910 "'" ~ ---- ____~ ..-----____ ~/-----0 / /' ~ ..'/~~ '\ -" .---- ( ) --~------ --.;~:>}>::.:~ ---~~~ /------- ~/ "" ?y ~ 69'5 ~::::::--~ '--- ~ -----" ------- ~~~_- _\ -==~~______ '- ----- 7 START DIKE JN~rA;;5. + STA. 2+DO-~ ~:'t~- .w'" f/J/- CREST ELEV 692642 24 X 90.0 N 306,295 ~~=:;:.'--:::---. ----- '( TIE DIKE INTO CMP CULVERT E 1,/26,099 .' . ~Z~692(r::;~~-=:::--- / ( BRIDGE ABUTMENT INVERT ELEV CREST ELEV 6926.42 ~L~- / ~ SLOPE DIKE 0% INLET 6919_0 SLOPE DIKE +0.4% OSf ---~~-"/,-------- ~ OUTLET 691B6 SEE DRAWING 71-438-444 . Canyon ~-.;:;::;: 6.920 FOR TYPICAL SECTIONS ~ . ~ ----:: 1S9 FOR DIKE -~-:.~~. . c~------ ~ 6920 ~0 0g ~J)i ~ ~9c2o/--1 J -I Yr E91;.2 , Ir I / ""'r--"\ -J._y \\ " ~_:: END DIKE. STA. 28+45 ; MATCH TO EXISTING . STRE€T. ..... , ." < CREST ELEV. 6.937.0 ;- ...._~ --- )6915 \ \ I I I I I I . -. " .: '..1 j \ ~ . . . ____6910 II ~!I II :; .Cj fl.:1 I I I /,69\6.9/ I \ / I . \ ,/ CURVE 2 PI. 19 +19_94 LJ=38006'06" RT. . R=/500' .' T= 5/7.98' L= 997.50' + . , + . < . ' .r-J 306,~00: -; ~ 69/5 6915.2 ~CJO.~ 6906~""""""""'---- --........."'\.. "'\.. \ [>906.4 ". ~ '" . ", ',' . ., r" , \ \ ~'\ \ I -/ -, <:! ,6921.6 . ,..--- I \ \ _CURVE I PI. 101-35_46 Ll = 58001'19"Lr R = 800' T = 443_65' L= 810.14' + -<> <~C' v Yy ',xo '" <'..s> ~,S' '. : ~ DOLORES DIKE ~ . '~ '. ~ ^"- NOTE'SEE DRAWING 71-438-1444 FOR SECTIONS.. - . FINAL. CONTOURS SHOWN WITH SOLID LI NES~ 100-" -.-0 I " I: ~ '. 'I '( i,' I J I I 100 I SCALI:: OF FEET . - CONTOUR INTERVAL-= 5 FEET , 200 ,- 300" - I \c ~r\ " \ ......,J r~915 ",,,, ~'i c, 0 ! -~Au:.:RYS nmU( 5tH:::TV _ - + N 306,000 . .UNITED STATES 'DEPARTMENT OF THE fNTERIOR BUREAU OF RECLAMATiON DOLORES PROJECT- COLORADO ._ DOLORES LANDFILL. . AND -PROTECTIVE .DII(E:'" FILL AREA I AND DIKE' ~ I r . 69Ll.P .......;_. ...~Ir:,.--D~. G.~.G. ,:-~ ;'("/'., - ,," .-'.' ..,,' .~ .,~ _,' ._,.1:.. ....,--.,..,---T'.::......:--"...:,.'~~ FlfLD APP''iOVAL _.... ,""--<~," ,,- -,-"j,,,:' / I ,:". . ' _ __....______~~...-""'-..l-=.-_,'__-......-/__,_ L'PA~)'v_'_ ___q~L.E.. , "Tf"r-'J'V1CA' . P'PR ",L' , , ?/ ~"r" /-5 'l-" ' " ". _.__-;-______ '<" '-".. v\l,",,,_.)..._;;/__~ ~2-'-c"'-'-- ' 'If'C"'~.J~':J:.;l-:- '. . -"P~'ROVED' '1f7~-1.--:i1-----"'~t;-:--_.- .', .','. :--~~,:-:":'-.-::--.'" _ .. -_...~t, --, ---- ,~J.~,_, ~--,- -, CORTEZ, COLOR,l:,OO _,JUNE B, l!3B3 71-438-1437 , , ~" / ,,~....--.....-....:-.. '..-- , ~ . --.,.' -,