Paddel Creek Drawings_updated 4-16-2010.pdf

EASTERN REGION

US Department of Agriculture Forest Service

JOBS TO IMPROVE OHIO FISH PASSAGE - TIER 2

Wayne National Forest Ironton Ranger District

SHEET SHEET TITLE

PROJECT

LOCATION

Region Nine

N.T.S.

JANUARY 13, 2010

LOCATION PLAN: THE SITE IS ACCESSED FROM OHIO STATE ROUTE 93 IN LAWERANCE COUNTY, OHIO. VICINITY PLAN:

PADDLE CREEK CULVERT REPLACEMENT

N.T.S.

PROJECT LOCATION

PROJECT SITE

GENERAL NOTES

CIM-0914-18 EW-230-0914-04

USFS APPROVALS

STATEMENT OF QUANTITIES

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:

THE EXISTING BANK CUT FACE WILL BE SLOPED

TO A 2(H):1(V) FACE A GEOTEXTILE APPLIED TO

THAT FACE, SIX (6) INCHES OF BEDDING MATERIAL

AND "B" ROCK RIPRAP.

EXISTING CHANNEL

BORROW

AREA FOR

PLUNGE POOL

FILL AND

DOWNSTREAM

FILL

3+00

2+00

1+50

SEDIMENT CONTROL

DIKE

DOWNSTREAM

STEPS

DOWNSTREAM

STEPS

DOWNSTREAM

STEPS

FO

RE

ST

R

O

AD

FOREST ROAD 613

DOWNSTREAM

STEPS

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 RIPRAP

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.

6" ODOT 89 BEDDING MATERIAL

GEOTEXTILE

"B" ROCK RIPRAP

6" ODOT 89 BEDDING MATERIAL

GEOTEXTILE

BANK-CUT AREA RIPRAP

NOT TO SCALE

MAX

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'