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<br />0,- j~,. ....-;:1 .'. i _____ -...... . '-
<br />. i--';:./::;~F ~I'. :'.~_~ ... . ,0' I
<br />... .--t=-,~_.~..-..~.~.-~-:}:-'-.-';:-.:-;'IJ ~f7'-..;IllIi.,- C J \ RITO SECO ~.....,
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<br />-- ~"~::..::~;: :~:. :'r;~.'..:~r..~~~. .~:~ ~~~.. CHANNEL)
<br />c~/ - '.:,: .::.:';:!~:~I;..:Jt=-~Z,.!;.: _I -'., Lf.\lEE
<br />W.~~ (f).co :C:;".-;,::=..\~nr,..':..1 ~ '. ~
<br />;'A~('~ ~ ~ ~ c.:r . 'i... .r. ~Ir ::'. . ~ --- ----
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<br />
<br />LEGEND
<br />
<br />.
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<br />;- a: 1 \~ ('.:- 10 .
<br />g; '1 \ .~..."
<br />-. ,.J -.~
<br />-0 -r I'
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<br />- ,
<br />- ---' .-,..
<br />
<br />v .
<br />
<br />
<br />///////-%,:/
<br />
<br />_ 24" CMP THROUGH LEVEE
<br />
<br />'I
<br />"
<br />
<br />&'0
<br />
<br />/0
<br />
<br />...
<br />:?' ~
<br />~ ...
<br />
<br />
<br />RITO SECO
<br />( BY- PASS
<br />CHANNEL)
<br />
<br />_ CONFLUENCE WITH CULEBRA
<br />- CREEK FLOODPLAIN
<br />
<br />EXISTING
<br />
<br />( ,
<br />L-
<br />l -~'''t
<br />
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<br />
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<br />
<br />.
<br />
<br />,
<br />
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<br />~
<br />
<br />i==NO EXISTING ROAD CLOSURE
<br />
<br />-
<br />
<br />.---;::0""'" II
<br />.. ;.,'',-
<br />
<br />~
<br />~
<br />
<br />Approximate
<br />100 - Year
<br />Floodplain
<br />
<br />II
<br />II
<br />
<br />.
<br />
<br />.....
<br />
<br />.... ~
<br />'&
<br />~
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<br />'f./
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />FOR DETAILS OF PROPOSED
<br />IMPROVEMENTS SEE
<br />SHEET I of 4
<br />
<br />C\J
<br />111
<br />
<br />..-
<br />C\J
<br />C\J
<br />
<br />lOO-YEAR
<br />WATER
<br />SURFACE' v"v"
<br />
<br />...-,v'/ "'-- CHANNEL BOTTOM (THALWEG)
<br />v",v' ALONG LEVEE
<br />,v'
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<br />
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<br />
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<br />
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<br />,
<br />','
<br />
<br />PLAN
<br />,
<br />~. Scale I" = 1000'
<br />
<br />8'
<br />Ij
<br />"
<br />5.835
<br />
<br />.
<br />
<br />.
<br />
<br />-
<br />
<br />-
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<br />~.~
<br />
<br />- -,-
<br />
<br />8040
<br />
<br />I-
<br />(f)
<br />
<br />I-
<br />(f)
<br />
<br />I-
<br />(f)
<br />:I:
<br />I-
<br />'"
<br />
<br />I
<br />25'00
<br />
<br />I
<br />50'00
<br />
<br />PROFILE
<br />Scale I"~ 1000' Harz
<br />I": 20' Vert
<br />I
<br />75'00
<br />
<br />f-
<br />W W
<br />Z W
<br />-l I
<br />I (f)
<br />U (f)
<br />~ I
<br />:2 f-
<br />
<br />
<br />EXISTING LEVEE SURFACE
<br />(SURVEYED)
<br />
<br />,
<br />--
<br />--
<br />
<br />I
<br />-+
<br />
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<br />"-~ ~-;
<br />
<br />I
<br />
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<br />
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<br />B030
<br />
<br />8000
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<br />
<br />B020
<br />
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<br />7980
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<br />
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<br />~-
<br />--
<br />
<br />100- YEAR WATER
<br />SURFACE
<br />
<br />I
<br />80 +00
<br />
<br />I
<br />85'00
<br />
<br />I
<br />90'00
<br />
<br />"
<br />
<br />I
<br />95100
<br />
<br />I
<br />
<br />I
<br />
<br />i
<br />I
<br />t l-
<br />I 10000
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<br />
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<br />
<br />~
<br />I
<br />
<br />8010
<br />
<br />7\)80
<br />
<br />NOTE,
<br />TillS IJRAWINr; REPRESENTS AN Arr,ROXIHATION OF lllF. IOO-YEAR
<br />F'\'OOIH'LAIN nllSEIJ ON TilE, INFORMATION AVA I LAIH.F.. DURING PRELIMINARY
<br />ntpIGN.' 'MOS,. C'ROSS-SterION'S SHO'WN: ON TilE PROTTI.E IOE'Rf. SVRvETtD.
<br />ADDITIONAL CROSS SECTIONS USED IN TIlE IIEC-2 RUN WERt l'HE,RPOLA1ED
<br />OR TAP;ijN FRPM Tile '''.200', I.' c. I. PHOTOGRAPIIIC RASF. MAPPING
<br />PROVID~D BY TH~ TOWN Of SAN LUIS (S~S ORIGIN-). A H(IRF. EXACT
<br />RErRESENTATJO~ SHOULD BE PRODUCED rRIOR TO FINAL DESIGN BY ADDtNG
<br />ADbITIONAl. SllRVF,YED CROSS SECTIONS AT A SPACING NO GRHTER TItAN
<br />.50D_ fE.ST. !IIIS "WiLL ALLO....' ^ ~1QRE ACCURATE ESTlMA~rE OF TilE
<br />REQIIIREJI IMPROVEMENTS TO PROVIDE 3.(J' OF FREEI<<JARn ABONE Tin: 100
<br />YE~R WATER SURFACE.
<br />
<br />t
<br />
<br />-' -
<br />-
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<br />----t- -'-=
<br />L--,-r
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<br />
<br />,
<br />I
<br />----+, -
<br />
<br />-----------<----, ---
<br />--
<br />
<br />7960
<br />
<br />---
<br />---
<br />y
<br />---
<br />---
<br />,...
<br />~
<br />
<br />-
<br />
<br />~-
<br />...-
<br />
<br />I
<br />70'00
<br />
<br />I
<br />75'00
<br />
<br />:;
<br /><D
<br />
<br />1
<br />!
<br />
<br />-I
<br />
<br />0100
<br />
<br />7940
<br />
<br />60'00
<br />
<br />I
<br />65'00
<br />
<br />+-
<br />
<br />I
<br />1-
<br />I
<br />
<br />e>l
<br />111
<br /><Xl
<br />
<br />~
<br />
<br />--
<br />-
<br />
<br />--11000
<br />
<br />~
<br />~
<br />
<br />(PROf'ILE OF LEVEE NECESSARY
<br />. TO PROVID.E3.0' FR~EBOARD
<br />ABOVE 100-YR WATER SURFACE
<br />
<br />
<br />! ---~--
<br />.-
<br />-
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<br />
<br />7990
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<br />,
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<br />'"
<br />
<br />----
<br />
<br />--~
<br />--
<br />
<br />'--'",-~
<br />
<br />IOO-YEAR WATER
<br />SURFACE
<br />
<br />- ~ --+-
<br />I
<br />
<br />i
<br />+
<br />
<br />-
<br />
<br />-+
<br />
<br />~
<br />
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<br />
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<br />I-
<br /><(
<br />:2
<br />
<br />7980
<br />
<br />---
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<br />-.,...-
<br />
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<br />
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<br />1
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<br />,
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<br />
<br />J.,
<br />I
<br />,
<br />
<br />7970
<br />
<br />7970
<br />
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<br />w
<br />>
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<br />...J
<br />OZ
<br />"'to
<br />. w
<br />7960 0 III
<br />-
<br />o
<br />8
<br />
<br />-
<br />-
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<br />/
<br />
<br />,
<br />EXISTING LEVEE SUR~ACE (SURVEYED)
<br />
<br />+-
<br />
<br />l.
<br />
<br />-+
<br />I
<br />
<br />t
<br />
<br />+
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<br />......-""
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<br />-- -
<br />--"-
<br />---
<br />
<br />~~
<br />
<br />;--
<br />
<br />7960
<br />
<br />I
<br />25'00
<br />
<br />I
<br />30'00
<br />(STATIONING ALONG <t LEVEE)
<br />
<br />I
<br />35'00
<br />
<br />1
<br />
<br />~ I
<br />40'00
<br />
<br />--"-
<br />
<br />I
<br />--'
<br />
<br />~
<br />
<br />I
<br />1- I
<br />45'00
<br />
<br />~
<br />
<br />L_
<br />
<br />I
<br />
<br />50'00
<br />
<br />t
<br />
<br />+-
<br />:
<br />
<br />+-
<br />
<br />,
<br />I
<br />1
<br />
<br />I
<br />
<br />
<br />t~5~
<br />60'00
<br />
<br />-
<br />
<br />~
<br />-
<br />I ...-
<br />_v"
<br />7950 I
<br />0.00
<br />
<br />_ L.
<br />
<br />I
<br />5'00
<br />
<br />I
<br />10'00
<br />
<br />I
<br />15.00
<br />
<br />,
<br />
<br />,
<br />I
<br />20.00
<br />
<br />PROF I LE
<br />Scol~ 1"'200' tiorz
<br />I" ~ 10' Vert.
<br />
<br />55'00
<br />
<br />W~( ~N6IN~~~ING, ~(.
<br />
<br />WRITERS' TOWER SUITE 500
<br />1660 SOUTH ALBION STREET
<br />DENVER,COLORADO 80222
<br />PHONE NO: (303) 757-8513
<br />
<br />DESIGNED
<br />DRAWN
<br />CHECKED
<br />REVISED
<br />
<br />DLH
<br />HS R
<br />
<br />DATE
<br />DATE
<br />DATE
<br />DATE
<br />
<br />11/88
<br />11188
<br />
<br />TOWN OF SAN LUIS, COLORADO
<br />MASTER DRAINAGE PLAN
<br />
<br />APPROXIMA TE 100-YR. FLOOD PLAIN
<br />RITO SECO EAST OF
<br />ARMY CORPS OF ENGINEERS LEVEE
<br />
<br />PLAN AND PROFILE
<br />
<br />PROJECT NUMBER
<br />1667
<br />
<br />DRAWING NUMBER
<br />4 of 4
<br />
|