Paddle_Creek_BOX_CULVERT_DETAILS_3of3.pdf
PDF 230 KB Posted
- Solicitation number
- AG-4419-S-10-0411
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| Paddle_Creek_PROFILE_VIEW_2of3.pdf | ||
| DBA_WD.pdf |
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Text version
FOREST ROAD 613
14'4'
NATIVE STREAM BED MATERIAL
2'
NATIVE STREAM BED MATERIAL
2'
ELEV. 659.33
ELEV. 657.33
28'
V A
R
IE
S
' T O
ELEV. 659.85
ELEV. 657.85
4'
NATIVE STREAM BED MATERIAL
SLOPE = 1.86%
TYPE "B" ROCK
6" ASPHALT - ELEV. 667.00
DOWNSTREAM STEP
DETAILS
Paddle_Creek_plan.dwg
AS SHOWN
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
TCW
( IN FEET )
GRAPHIC SCALE
02 2 4 81
SCALE = 1" = 2'
SCALE = 1" = 2'
1+50
1+00
5+00
4+50
SCALE = 1" = 10'
( IN FEET )
GRAPHIC SCALE
010 10 20 405
TWP. RD. 245
LIMIT OF 6"
ASPHALT
PAVEMENT
LIMIT OF 6"
ASPHALT
PAVEMENT
14' (W) X 6' (D) X 28' (L)
CONCRETE BOX CULVERT
5'
FLOW
FLOW
B"
"B "A
A"
NOT TO SCALE
16'
"D" ROCK
NATIVE CHANNEL
BED MATERIAL
2'
DEPTH VARIES
3'3
"D" ROCK"C" ROCK
NATIVE CHANNEL
BED MATERIAL
NOT TO SCALE
FLOW DIRECTION
NOT TO SCALE
16'
2' MIN.
3'3
NOTE:
THE 2' IS MIN. SOME
AREAS WILL BE
GREATER THAN 2'
NOT TO SCALE
NOTE: GEOTEXTILE SHALL HAVE A LAYER
OF 24" ROCK PLACED ON TOP OF IT.
6'
18" BELOW STREAM BED
NOTE: GEOTEXTILE SHALL BE
3 FT. BELOW STREAM BED
GEOTEXTILE
4'
6'
FLOW DIRECTION
NATIVE CHANNEL
BED MATERIAL
NOTE:
"C" & "D" ROCK
SHALL BE KEYED INTO
EXISTING CHANNEL BED
TWO (2) FEET.
NOT TO SCALE
14'
VARIES 1' TO 4'
File details come from the government source that posted it. Updated .