Paddle_Creek_PLAN_VIEW_1of3.pdf
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- Solicitation number
- AG-4419-S-10-0411
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| File | Type | Posted |
|---|---|---|
| Amendment_03.pdf | ||
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| Paddle_Creek_BOX_CULVERT_DETAILS_3of3.pdf | ||
| SF 1442.pdf | ||
| COVER SHEET.pdf | ||
| CIM-0914-18EW-230-0914-04_Specs Paddle Crk.pdf | ||
| Paddle_Creek_PROFILE_VIEW_2of3.pdf | ||
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Text version
EXISTING 4 FT. PE CULVERT
TO BE REPLACED BY 14' (W) X 6' (H) X 28' (L)
CONCRETE BOX CULVERT
0 71
0 72 0 73
TWP.RD. 245
FOREST ROAD 73
PADDLE CREEK
TRAILHEAD
EXISTING
PLUNGE
POOL
BANK CUT AREA
NOTE:
BANK CUT AREA EXTENDS THE COMPLETE
ARCH FROM POINT #1 TO POINT #2. FILL
THESE AREA & PLUG AREA. GRADE AND SEED
& MULCH THE OTHER AREA.
EXISTING CHANNEL
OLD CHANNEL BED (THIS CHANNEL
BED TO BE REESTABLISHED, APPROX.
215 FEET) FROM POINT #1 TO POINT #2
POINT #1
POINT #2
BORROW
AREA FOR
PLUNGE POOL
FILL AND
DOWNSTREAM
FILL
0+00
1+50 1+00
3+00
2+00
1+50
C OF REESTABLISHED STREAM CHANNELL
SEDIMENT CONTROL
DIKE
DOWNSTREAM
STEPS
DOWNSTREAM
STEPS
DOWNSTREAM
STEPS
FO
RE
ST
R
O
AD
FOREST ROAD 613
DOWNSTREAM
STEPS
PLUG FILL THESE
CHANNEL AREA
ROOT WAD
BARB
ROOT WAD
BARB
ROOT WAD
BARB REINFORCE
ROOT WAD
BARB
REINFORCE
ROOT WAD
BARB
SITE PLAN
North
( IN FEET )
GRAPHIC SCALE
030 30 60 12015 Paddle_Creek_plan.dwg
1"=30'
Drawing Title
Scale
Date
CAD File No.
Checked
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
TCW
(1) MOBILIZATION
(2) SEDIMENT CONTROL DIKE
(3) REMOVAL OF EXISTING CULVERT
(4) CONCRETE BOX CULVERT.
(5) "C" & "D" ROCK FOR PLUNGE POOL &
DOWNSTREAM STEPS .
(6) EXCAVATION & FILL WITH NATIVE CHANNEL
BED MATERIALS.
(7) REESTABLISH CHANNEL & FILL BANK CUT
AREA.
(8) PAVEMENT.
(9) SEEDING & MULCHING.
(10) ROOT WAD BARB.
(11) REINFORCEMENT ROOT WAD BARB.
1 3
CHANNEL BED
30Á FLOW
PLAN VIEW ROOT WAD BARB
FLOW
SECTION 1 - 1
STREAM BED
RATIO EMD/EXPOSED = 3
EXPOSED END
EMBEDMENT (EMD)
ROOT WAD BARB
NOTE:
USE ONSITE LOG/ROOT MASS DEBRIS OR CLEARING
TREES LOG/ROOT MASS AS DIRECTED BY COR. MINIMUM
DIAMETER OF TREE 10 INCH.
NOT TO SCALE
CHANNEL BED FLOW
"B" ROCK
PLAN VIEW REINFORCED ROOT WAD BARB
FLOW
SECTION 2 - 2
STREAM BED
EXPOSED END
EMBEDMENT (EMD)
4'
"B" ROCK
REINFORCED ROOT WAD BARB
NOT TO SCALE
NOTE:
USE ONSITE LOG/ROOT MASS DEBRIS OR CLEARING
TREES LOG/ROOT MASS AS DIRECTED BY COR. MINIMUM
DIAMETER OF TREE 10 INCH.
2' MIN.
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