FLOOD04100

• County: Ouray
• Community: Ouray
• Stream Name: Cascade Creek
• Basin: Gunnison
• Title: Debris & Flood Control Improvements, Phase II - Sheet C1
• Date: 7/1/1985
• Prepared By: Simons Li & Associates Inc.
• Floodplain - Doc Type: Drawing/Map

12'-0'

1'-0'

it. FLUME

5'''0'

l' -0"

51-0.

3"C
TYP.

I
I

WALL
I

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,
-' #8@IS"
,
C#t
'.
., #5@IS"
.'
#5@12'

7'- S'~.HIGH

"

J

"
3 CL. TYP.

S'-O" HIGH WALL

KEY ,1/" x 3 It."
2 2
x CONT. TYP.

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:"
,
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p- .
-
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r ~
--

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:

5'-0" HIGH WAL,=_

# 5 (Ql 8" 'Oll _
OWL'S. '':'L
II"

ONE CU. FT. OF
GRAVEL 'N
:., . /BURLAP SACK

l> . .~.~~ II
;..' 4 DIA. WEEP
HOLES @ 10
SPA.

.",
-.....

\#8@ IS" U4'-9"
ALT. W /
....8@IS"
.". U3'-9"

NOTE: RADIUS BENDS
TO MATCH CONCRETE.

12"

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......

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.

"-2"

DETAIL' 1

REINFORCED CONCRETE FLUME

SCALE: I" = 2'

STA. 20+50
END FLUME
BEGIN WINGWALLS

I

'TOP OF WALL EL 7942.3Z,

PROVIDE 3/4' EXPANS J
BETWEEN REINFORCED'
CONCRETE FLUME AND CO
WINGWALL, BOTH SIDES
.SEE DETAIL 2 . .

REINFORCED CONCRETE
FLUME'

BOTTOM OF WALL:

3'
CLEAR

COMPACTED BACKFILL
FL EL 7934.72

- .. .
l' ,

. 3" CLEAR

I
~
<r

lor
..

OFF EL 7931.12'

NOTE: SEE SHEETC-4 D
.
. VIEW AND SECTION

ION E-EWINGWALL CONNECTION DETAIL:-;

SCALE 1'=2'

,

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15'

O'MIN. COMPACTE
BASE MATERIAL

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AIL 5 ACCESS ROAD CROSS SE

NO SCALE

3881

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-.
....
-
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- - -.
-
-.
\- -
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- .-
III
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ii:
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- -- -2-X12. HE
-. --
'\"'."
'"
~ -...-
FLUME WALLS ~
~" .
~
--<LJ

ADER (TYPI

, TOP VIEW - BRIDGE

NO SCALE

BRIDGE WIDTH VARIES
EXACT DIMENSION TO BE
DETERMINED DURING CONSTRUCTION

.3")(12" GUARt)
RAIL (TYP.)

1" ~ SMOOTH DOWELS

NOTE: SMOOTH DOWELS
TO BE INSTALLED ON
ONE WALL OF FLUME ONLY

3"X 12" BRIDGE
PLANKS (TYP.)

8"X12" PRESSURE'
TREAn:onMBER -
BEAMS (TYPICAL)
18"O_C.

,
DRILL 1-1(4" ell HOLES
THROUGH BRIDGE
PLANKSANDBEAMS (TYPJ

TOP OF BRIDGE ELEVATION (T.O.B.

FOUNDATION ELEVATION (B.F.)
ABUTMENT WALLS HIGHER t 3 ,/
T.HAN 2' TO BE SLOPED . I r7
3:1 TO MEET Fl,.UME WALL ~

POURED RUBBER
JOINT FILLER

II II
I 1.0, x 2 PLASTIC
EXPANSION CAP
TAPE TO BAR FOR
WATERTIGHT SEAL

II I II
I DIA."x 3-0 SMOOTH DOWELS
AT 18 O.C. OIL TO BREAK BONO

I"

"
I STYROFOAM
BETWEEN CAP
AND END OF
DOWEL

. . .,. ....

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.0. . . .u-:
" . A.',': .

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-A-

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. . " '.
:<1 ". . : ..0".'

. . .' .

c;. .
. . . . "'" .

'. . .

WATER STOP

3/4' PREMOLDED EXPANSION JOINT
FILLER (BITUMINOUS TYPE)

DETAIL2

EXPANSION JOINT FOR FLUME WALLS 8 BASE SLAB
NO SCALE

6 -#4 CONTINUOUS

3'J-
(;f.... '.,;' ...~. ..... .. :t
u, ....:.. '.,: :-'. ......... ::.'.r7. 3' TYP.

<.:D.D.....'.......~Vy

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rJ .'''' .:"" .'"

:'.: -:~_ ::.::_~>.: \_s:_- .:-:.r: ,~
~+ on .~

h OD+12'MIN..1

DETAIL 6 TYPICAL PIPE ENCASEMENT
NO SCALE

z
;)i'

.
OJ
~
+
8

- PREFORMED #4@72'

.

NOTE: ALL ENCASEMENTS SHALL EXTENDS FEET
.. BEYOND THE OUTSIDE FACE OF THE NEW FLUME.

TOP OF PROPOSED FLUME WALL

#S@12"

EXTEND VERTICAL REINFORCING FROM FLUME WALL
#5@16" INSIDE FACE
#8@16" OUTSIDE FACE

DET AIL 3 TIMBER BRIDGE INST ALLA TION
NO SCALE

1/2" GALVINIZED
BOLT, WASHERS, NUT
(TYPICAL)

3")( 12" GUARD RAILS (TYP.)

o

o 0

o 0

o 0

2'-0"

~
(')

3"X 12" BRIDGE PLANKS (TYP.)
,
3 GALVANIZED 40d NAILS PER BEAM (TYP.)

o 0
o 0

II \11== 1--
2"X12" HEADER '1\11=
BOARD (TYPJ
TOP OF PROPOSED
FLUME WALL

--
o 0
o 0

COMPACTED EARTH
APPROACH

. :.': :.':'
== .:.:.~.~ '..::
. . 0'
...11/1.....-::
.' 0:

1" ell SMOOTH DOWEL
(ONE WALL ONLY)

8-X12" TREAn:o
,.IMBER BEAMS (TYP.)
18" O,C.

'SIDE ELEVATION - BRIDGE

NO SCALE

ALL NEW TIMBER SHALL BE PRESSURE TREATED IN ACCORDANCE
WITH THE CURRENT AWPA STANDARDS C1 & C2

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.MII

DEBRIS AND

CITY OF OURAY, CO.
FLOOD CONTROL IMPROVEMENTS
. CASCADE CREEK
DETAI LS

,

DesiQned by'
Drawn by'
Checked by'

Scale'

AS NOTED

WTF/JSW

Date' JULY , 1985
Project No.: CO - TO - 06

KASITGB

WSL

0_

Dale By

eVISlon

fmU~

SiMONS.li & AssociATES. iNC.
fain collillls, CHEYENNE. dENVER, TUCSON

C-3