FLOOD02793

• County: Arapahoe
• Community: Columbine Valley
• Stream Name: Dutch Creek
• Basin: South Platte
• Title: Dutch Creek Improvements Final Design - Sheet 13
• Date: 6/1/1996
• Prepared For: Columbine Valley
• Prepared By: Love & Associates, Inc.
• Floodplain - Doc Type: Drawing/Map

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No. DATE

2' -0. Channel

19' -0. (Back Face Footing)
15 ' -0.

Channel

Asphalt Paving

4' 0"

11 '-0" (Front Face Footing)

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Headwall

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tA\ PLAN

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Originol Scale: 1/2' ~ 1'-0'

2' -0"

4' 0"

NOTES:
I. Refer To CiVil Drawings For Bndge Locations
2.Provide Riprap Per CiVil Drawings 15'
Upstraim To Downstream Continuous

19' -0"

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r op "wo 0 '"' 0 '" oem ~ /6 fF
To Vertical Curve Of Proposed Grade /4@8"
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(Radius = 8' -4 11") ,
~ 15' -0" rt Channels /
I ~ I- /5 Dowels @ 8" (Typ.)
~-concrete Footing See D/13
4' -0" 11 ' -0" 4'-0"

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@ ~EADWALL2 REINFORCING

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Original Scale,' 1/2' = 1'-(j'

REVISIONS

APPR.

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water resource

DESIGN

Associates,lnc.

consultants

DRAWN

URBAN

2995 Centergreen Court South. Suite C
Boulder, Colorado 80301-5421
Phone: [phone]
Fox: [phone]

CHECK

6" Typ.

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#4 Cant. (3 Total)

4' -0"

15 ' -0"

1 ' -6" 6" 1 ' -0",

Channel

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Channel Detail

l' -4"

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@ FOOTING DETAIL
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Low Flow Invert (See CiVil Drawings)
Type M Riprap

4' -0"

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Mirafi 140NS /

11 ' -0"

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4" Filter Material On
Top Of Footing

4' -0"

@ ELEVATION
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Original Scale: 1/2' = 1'-(j'

DRAINAGE AND FLOOD CONTROL DISTRICT
TOWN OF COLUMBINE VALLEY

DUTCH
CREEK

4481

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#4 I I!J 1'-0" Knockout Anchor @ 12" D.C.
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(];) BASE C~~sNNEL DETAIL

Alternate Channel Detail As Recommended By
Steel Arch Supplier May Be Used Subject
To Approval By The Engineer.

l' -0"

2"

8"

2"

2" Chamfer

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#6 Cant. (2 Total) "-
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51',,'"" BuckF;/l (C/o" 1) /'

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#6 Cant. (2 Total)

6" x 2" x 10 Ga. ~
Structural Plate Arch ~

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#4 @ 8" ~~

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#4 x ~;;, @ 8"
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3/4" xl' -0" Anchor Bolts @ l' -4"

@ HEADWALL
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Original Scale: 1/2' = 1'-0'

..00
..00 ENGINEERING
..00 CONSULTANTS
.... -........
....
LORIS AND ASSOCIATES, INC.

LOW WATER CROSSING
DETAILS

PROJECT NO.
9432C

SHEET

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