<br />4659
<br />
<br /><"
<br />"
<br />'"
<br />'&
<br />'0
<br />00
<br />
<br />\
<br /><"
<br />"
<br />'"
<br />~o
<br />'0
<br />00
<br />
<br />x
<br />
<br /><"
<br />"
<br />'"
<br />~~
<br />'0
<br />00
<br />
<br />\
<br /><"
<br />"
<br />'"
<br />~l?
<br />'0
<br />00
<br />
<br />/'
<br />
<br />\
<br /><"
<br />"
<br />'"
<br />~Q
<br />'0
<br />o
<br />o
<br />
<br />304 453.8.67
<br />
<br />REBAR 2" ABOVE GROUND 1.0' SOUTH OF FENCE:
<br />LINE ON MIDDLE OF SECTION ON NORTH SIDE
<br />
<br />OF DIKE ROAD IN SECTION 9. T.IS.. R.IW,
<br />
<br />x
<br />
<br />,
<br />i ~.
<br />
<br />x
<br />
<br />
<br />~
<br />
<br />
<br />o
<br />
<br />
<br />x
<br />50.6
<br />
<br />o 0
<br />
<br />o
<br />00 0
<br />
<br />
<br />x
<br />
<br /><I)
<br />
<br />::c }'
<br />\) I,~::;:
<br />~ ;j)J N r-
<br />~~
<br />
<br />.. '
<br />
<br />'/
<br />,U'" ..\.-u"":- J; ~ _ '" _\ I ~ ~ _">.~ /,';;-:-
<br />, , , ,/ <-' ='\..I ~ "'/ /
<br />\ I I I , ( ....) ./r:::::J.:I'~.k' ,/ /' ':/,/
<br />
<br />'r-;:::j, ~ ~ .. =-r "-. ~ '""" - :::--- -6/// ",
<br />~~' ~o ", 'c- \- ~ ==- ...... 00 \', fOz
<br />
<br />~-- ..L -'" ~ ". I, ....;...... --~::::-. \ 0 +
<br />,/ :;.--:;-- . --- ~. I "'. '. '. .... p
<br />
<br />
<br />"'~~ ~ ~ - ~~~,' .",// 0 ~ ~ c?c9~~\ +v<?<9
<br />",//- -~ '-....~ ~ "" /' <::'ONt: ~~ ~
<br />'" ~~, 'fA '-X~~ ~~
<br />11 ~ C:::3 ", " " ;"ff'.' 0 I 0 ~ '~
<br />
<br />// '" \~ '''~''~ ' ~ / / ,~
<br />
<br />"/~ ~r<~~~~- ~ /," ~~~~''''~~b.! /4f/J ' , II
<br />
<br />t><O' '.. =~ ~ -~ '~D>)J ;,z;// AS.;;;;;':7 .
<br />t><VJ - -" .361.5 ~ 0- ~ ~~<A v i:;I\"t;r ~
<br />
<br />
<br />~/? /' /~~ 0 ~,) J/ K ", ::-~/ G ..1
<br />~~.. "- e::::~ / ~~~ ~~ ........ ~~), 2. /385 J ~S I
<br />~~ ) j;,~'~~f '~ ~ "Y'1.,::- -U 1 / I =-__"J
<br />:;;.-~ V( ~'~"'" ~ '-. --\ ..:=.., ~,..~
<br />..E=;:... ~ --' 2'12~ h ,"'", <: ~"'- ~" z..O)"~
<br />-' '/11 ! ~ --/, " .-> r' ~~ ~~
<br />~"\.I\. --- ----- ~ t!:.. ./ ~~ ",-, f "'IE
<br />\\~ ~ i;;a?) -~ ~~ ~~ ~ l\ ~;:<<: ' ~ /.., 7
<br />~~( D ~ ~ &; 0] Q~ 0 ~"'" i ~ fx"
<br />
<br />-
<br />
<br />
<br />o J).,<-:;"J \ 0 ~ /r" -~ " . ,/,.,..),,:,,~~ ~ ~
<br />o , ~ : ~ ~I ~ ~' A, ) ,,< '~ ,~;t...,~ / /..d
<br />'0
<br />\\ \
<br />\' \"
<br />~f7 <" \\ '\ 0 , \\ '" 1; 0 '~, 0 ~ ~
<br />~ ({ (;'>" A " \' , ...~7 Y ~ \ 0 1) 0 \ /;/\ ',0 \ \ f. ~
<br />/'..~/ ,,,~ IVO' "/", \~, " //'..c/ /h (0 /,,,V to' ,.... "-'\\1
<br />
<br />i;]i ~~- ~=~~ (\. ~\ /~\\~;~>, "~~\\ .. W,L, 293 \; O/;? ?,O 0~~--\9\~, /0 O~;\~/ ;Ii
<br />~ V \ 0' ~~ ~ ,_ ' I I '// 0 -/,' <> 0 /,..;.. 1 &:l
<br />~[ rf\..o~('\\"'~ t \ 0 Q :0", ~..' ", \ v 0 I~OO" \ 00 0 /'::(~/ 0__/;0 ~ )~:</, :J:"
<br />~~,,))~ '\'\ ~, ',?ff'P 0'.::-_-\,0 00/ ,If 00, /0'\'" U
<br />", , ',', (\, '" v~ I" 0 0 \v 't!' .. f::.
<br />
<br />~ ~ ~., /' I ',,;::0 , '~ ' / ~\ 0' 0 0,0 0 \~
<br />~ + ~9 N ,\..,7~~ ~ ~ ',_ '," ~'-! . ~~ 0 \ 0 <>~ 0 ',\ />}' I\U I ()/-t;
<br />) 'r J)\I(/ ~ '( ) 0 J6~ . ?f 0 ( 0 0 ~-r v: -,=~ ~ <" -s:>
<br />
<br />\~\ \C : /'/1)' ..., "'W ~P\~ : 'f 'R) 0,\ )>/ 0 \ \1\, 'f
<br />~~" ~--~ '0\;( : ~ 7'~" /' ~ /' \,):P; 39 + 0 0 IK: V) /\ .
<br />~r7j~ '~~r- ;:i;'~ ~ ~~, '~~. l-,~ --tJ- -- r~1 f( <> 0 0 <> \ ~~ ~ ?!J
<br />/' riJ~~J\,~~} ~(~~, "::~"'~'.J: wL 26239.7 A"'~c;-')~,/ }, tfj't <> <;) <> /\/(7\ ~ \---, o! I
<br />~... ',:"~~' ~ - l-:zr-.f:<</l. Pin ~ L-J \\~:'-. ,I, I,?\ ' C>-~ 1-"..
<br />ftI . "',l.i'& "'~", .. (~ ~'V'./J' ~ '" "" <' _" =-J-c; ~,
<br />
<br />
<br />r; \~ '~_/-~- :~~ J//!~ - ;Uta\/. ~~o ~""=
<br />I~ I ~~" - x 34,5 I ,7 / ~ /,7,0((((' x L<:::J.; ~~ \ __~~ / /-'--.. V~
<br />..d,,,:;r. )-( ~~ ". -- , --<Z:::~3\''', ~~ ~ ~ _ -5c '..~ ~ '.. O:MtYj
<br />- I'" If nv_ . ~, '- _ _,/1'"
<br />- : I V_"" ;::\: ..,.., =--"""",,_'--. /> ,'7P" ~,. ,
<br />
<br />'U I b ' ) y >'- ~, 'fj'-- 0 ~ "'- ~ ..., ~ ..' ~ V
<br />. \ Ul '" \ / '\ 0 ., , 1 ~ 6 B
<br />o co ""'0 I, ..... /.,,~ I I \
<br />
<br />
<br />(;{ ~ 0 ",,-\,~j'\ \ 1-,0 I ~/o~~' ff ~ ~~
<br />"", 0 '~50\o\ 1\ )~o ~L( v
<br /><0 , , ';7 0 6'"
<br />"" 6' 0
<br />So
<br />
<br />
<br />u 0 UD
<br />
<br />o
<br />
<br />~--{ /'
<br /><(f..
<br />OS
<br />~~
<br />,?-<(..,\!'v
<br />
<br />
<br />~
<br />~
<br />
<br />x 46,
<br />
<br />/lj)
<br />
<br />
<br />r-
<br />
<br />,
<br />
<br />cP
<br />o
<br />11><.
<br />I><
<br />v~
<br />
<br />-_-::...:-:
<br />
<br />~---
<br />
<br />~
<br />
<br />00
<br />o
<br />:1'/.'
<br />I><
<br />~
<br />
<br />,
<br />\
<br />/ \ ~
<br />/ ~
<br />...../ ~-;. /.
<br />,,: ': 0;--- /.,,<.//
<br />./ ~ ....../. .,'
<br />,/ /' "l./ ,.,..:> /" y'
<br />/' I -,,~ ~,U..9 /
<br />".. -- ,.,> /'
<br />/"/ " '/ "
<br />.... \ / ,.. -
<br />'- / :;;' ".... '/
<br />!o. ~ '/ ;.:
<br />
<br />~"~ ",.
<br />- '~ 1/ ,: I
<br />~\ -r \'ii'J ~~II ~
<br />~ VI 1 /;
<br />. 4-~;;;" ~~
<br />~"~~~~ 1\)1[:/7/
<br />I cQd H -\\~9t/
<br />/ //ij'" -J~( #/ p, /
<br />~ : '7 ,?J'O
<br />
<br />, t?
<br />
<br />I&~ ~'" ,.'
<br />~
<br />
<br />A~\
<br />;(
<br />
<br />\
<br />\
<br />.....\ '
<br />
<br />~
<br />
<br />\
<br />
<br />+
<br />'6>
<br />'S
<br />
<br />~
<br />
<br /><"
<br />"
<br />'/
<br />/Q
<br />'0
<br />00
<br />
<br />f1
<br />
<br />::4540
<br />
<br />8. x
<br />
<br />/'
<br />
<br />'"
<br />
<br />-
<br />
<br />\
<br />/'
<br />
<br /><"
<br />"
<br />''-;''
<br />l?
<br />. '0
<br />. 00.
<br />
<br />x
<br />()O
<br />:10'
<br />~I><
<br />
<br />'(
<br />
<br />X
<br />\,
<br />
<br />
<br />LEGEND
<br />
<br />SCALE IN FEET
<br />
<br />A
<br />
<br />100-YEAR FLOOD LIMITS
<br />500-YEAR FLOOD LIMITS
<br />FLOODWAY LIMITS
<br />CROSS SECTION
<br />BASE FLOOD ELEVATION
<br />(100-YEAR W.S. ELEV.)
<br />ELEVATION REFERENCE MARK
<br />STREAM STATION
<br />CORPORATE' BOUNDARY
<br />
<br />>(
<br />
<br />AA
<br />
<br />@
<br />
<br />4GBO
<br />~
<br />
<br />4E::a:rY(
<br />
<br />400
<br />I
<br />
<br />800
<br />I
<br />
<br />~
<br />
<br />-------
<br />
<br />. Prepa red by AIR PHOTO SURVE YS, / NC,
<br />DATE OF PHOTOGRAPHY, /2-8 -88
<br />
<br />SCALE (-400' CONTOUR INTERVAL 2
<br />
<br />v
<br />
<br />\
<br />
<br />/'
<br />
<br />\
<br />
<br />SMALL BUILDINGS MAY BE SYMBOLIZED 0
<br />
<br />\SHEET 9
<br />
<br />J.F. SATO AND ASSOCIATES,INC.,
<br />CONSULTING ENGINEERS
<br />5898 South Rapp St.
<br />Littleton, Co. 80120
<br />FLOOD INSURANCE STUDY WORK MAP
<br />Mesa County, Colorado
<br />Community: Grand Junction
<br />Sheet .9
<br />
<br />, _/
<br />
|