Loup_River_Dwgs.pdf

NO SCALE

PROJECT LOCATION

PROJECT LOCATION

MONROE, NE

VICINITY MAP

(VIA MONROE RD)

ACCESS ROUTE

CONTRACTOR'S

PROJECT LOCATION

PROJECT LOCATION

NEBRASKA

WASHINGTON

OREGON

IDAHO

CALIFORNIA

NEVADA UTAH

ARIZONA

WYOMING

COLORADO

NEW MEXICO

MONTANA

NORTH DAKOTA

SOUTH DAKOTA

NEBRASKA

KANSAS

IOWA

MISSOURI

ARKANSAS

TEXAS

LOUISIANA

MINNESOTA

WISCONSIN

MICHIGAN

ILLINOIS INDIANA

OHIO

KENTUCKY

W. VIRGINIA

TENNESSEE

MISSISSIPPI

ALABAMA

GEORGIA

FLORIDA

S. CAROLINA

N. CAROLINA

VIRGINIA

MARYLAND

PENNSYLVANIA

NEW YORK

NEW HAMPSHIRE

MAINE

VERMONT

CONN.

MASS.

R. I.

DEL.

N.J.

OKLAHOMA

BOYD

SIOUX

DAWES

SHERIDAN

SCOTTS

BLUFF

MORRILL

BOX

BUTTE

GARDEN

BANNER

CHEYENNE

DEUEL

KIMBALL

CHERRY

KEYA PAHA

BROWN ROCK

HOLT

KNOX

C E

D A R

D A

K O T

A

GRANT HOOKER THOMAS BLAINE LOUP

G A R F I E L

D

W H E E L E R A

N T E L

O P E

PIERCE

WAYNE THURSTON

ARTHUR LOGAN

CUSTER

VALLEY

BOONE

G R E E L E

Y

M A

D I S

O N

S T

A N T

O N

CUMING

BURT

KEITH

LINCOLN

MC

RI

CHARDSON

PAWNEE

GAGE

JEFFER-

SON

THAYER

N U C

K O L L S

W E B S T E R

F R

A N

K L I

N

H A R L

A N

FURNAS

RED

WILLOW

NEMAHA

OTOE

CASS

SARPY

DOUGLAS

J O

H N S

O N

NANCE

M E R R I C

K

H A

M I L T

O N

CLAY

F I L L

M O R E

SALINE

SEWARD

L A

N C

A S

T E

R

SAUNDERS

BUTLER

C O L F

A X

DODGE WASH-

INGTON

ADAMS

K E

A R

N E

Y

P H E L P S

G O S P E R

FRONTIERHAYES

HITCHCOCK

DAWSON

BUFFALO HALL

HOWARD

S H E R

M A

N

PLATTE

POLK

YORKPERKINS

CHASE

DUNDY

D I

X O

N

PHERSON

LOCATION MAP

LOCATION PLAN

LR01C001.dgn

Designed by:Computer File: Checked by:

Drawn by:

S heet N o.

Drawing Code:

Date:

Spec. No.

Contract No.

Submitted by:

Reviewed by:

Chief

U S ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

R.G.P. D.B.P.

D.B.P. R.G.P. Section

SYMBOL DATE APPROVEDDESCRIPTIONS

R E

V

IS

IO

N S

MRPER46-370 (cadd code:LR01)

STREAMBANK PROTECTION (SECTION 14) - MONROE, NE

LOUP RIVER; PLATTE COUNTY, NEBRASKA

JULY 2016

ENGINEERING SECTION

RIVER & RESERVOIR

x

W9128F-16-B-0021

1V ON 2H

STONE FILL

H 1V ON 1.5H to

DK

ANGLE OF

REPOSE

EXISTING

BED

+/-3'

OF THE STRUCTURE.

DEEPEST POINT IN THE CHANNEL WITHIN THE SHADOW

THE LOW POINT OF 'H' SHALL BE MEASURED FROM THE

KEY, LK

REFUSAL

THE SITE LAYOUT MAP

LOCATION AS SHOWN ON

COORDINATE POINT

TYPICAL SECTION

SPUR DIKE

NO SCALE

Bw

FILL

STONE

TYPICAL SECTION

NO SCALE

1V : 1.5H

DK

VARIES

Tw

FILL

STONE

TYPICAL SECTION

NO SCALE

STREAMBED

ANGLE OF REPOSE

OR FLATTER

Excavated material used to bury stone

SPUR DIKE

10101

*** Refusal Key, with additional random fill material to connect to high bank

A2

A1

DIKE DIKE

(L)

LENGTH,

NO SCALE

SPUR DIKE

TYPICAL PLAN VIEW

REFUSAL KEY (LK)

BANK LINE

CHANNEL

REFUSAL KEY

STRUCTURE LENGTH, L** SPACING, S WIDTH, Tw KEY, LK WIDTH, Bw

KEY, DK

REFUSAL

REFUSAL

DEGREES)

(ANGLE IN

A1

DEGREES)

(ANGLE IN

A2

(ELEVATION)

STRUCTURE

TOP OF

STONE, tons

ESTIMATED

HEIGHT, H*

*THE CREST ELEVATION SHALL SAME REMAIN THE SAME AND THE FILL HEIGHT WILL BE VARIABLE (H's HEIGHT AS A MAXIMUM)

OF RIVER

HIGHER THAN EXISTING BED

TOP OF BANK IS 5 TO 10 FEET

EXISTING BANKLINE (TYPICAL

5'8'DIKE 1 1518.0

CONDUCTING ALL CONSTRUCTION ACTIVITIES.

RESPONSIBILITY TO ADDRESS RISK FOR

LEVEL CONDITIONS. IT IS THE CONTRACTOR’S

RIVER WITH HIGHLY VARIABLE WATER

THE LOUP RIVER IS A NATURAL

HIGHWATER LEVEL OF 5.5 FEET. HOWEVER,

DESIGN IS BASED ON AN ORDINARY

NOTE:

4 LR01C004.dgn

60' 35 90 5' 537 n/a

6.5'25'

SPUR DIKE & REFUSAL DETAILS

DIKE LENGTH, L

** See site plan sheet for layout alignment of the dike.

Designed by:Computer File: Checked by:

Drawn by:

S heet N o.

Drawing Code:

Date:

Spec. No.

Contract No.

Submitted by:

Reviewed by:

Chief

U S ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

R.G.P. D.B.P.

D.B.P. R.G.P. Section

SYMBOL DATE APPROVEDDESCRIPTIONS

R E

V

IS

IO

N S

MRPER46-370 (cadd code:LR01)

STREAMBANK PROTECTION (SECTION 14) - MONROE, NE

LOUP RIVER; PLATTE COUNTY, NEBRASKA

JULY 2016

ENGINEERING SECTION

RIVER & RESERVOIR

x

W9128F-16-B-0021

Designed by:Computer File: Checked by:

Drawn by:

S heet N o.

Drawing Code:

Date:

Spec. No.

Contract No.

Submitted by:

Reviewed by:

Chief

U S ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

R.G.P. D.B.P.

D.B.P. R.G.P. Section

SYMBOL DATE APPROVEDDESCRIPTIONS

R E

V

IS

IO

N S

MRPER46-370 (cadd code:LR01)

STREAMBANK PROTECTION (SECTION 14) - MONROE, NE

LOUP RIVER; PLATTE COUNTY, NEBRASKA

JULY 2016

ENGINEERING SECTION

RIVER & RESERVOIR

x

W9128F-16-B-0021

NOT TO SCALE

AVE 2.7 TONS/LF

5'

8'

THE RIP RAP SECTION.

UNIFORM GRADE LINE AT THE BANK LINE AT THE TOP OF

CONTRACTOR SHALL, AS MUCH AS PRACTICAL, PROVIDE A

THAT IS CONDUCIVE TO RIP RAP PLACEMENT. THE

THE AREA TO RECEIVE RIP RAP TO A FIRM, STABLE SLOPE

IS REQUIRED, HOWEVER, THE CONTRACTOR SHALL RESHAPE

LOOSE AND WET SOIL MATERIALS. NO NEW SOIL MATERIAL

CLEAR AND GRUB THE SLOPE AND SHALL EXCAVATE ALL

PRIOR TO RIP RAP PLACEMENT, THE CONTRACTOR SHALL

NOTE:

NOT TO SCALE

M

IN3

BACKFILL

2' MIN

10'

4'

GROUNDLINE

NATURAL

APPROXIMATE COORDINATE POINT LOCATION

NOT TO SCALE

RIPRAP END PROTECTION - TYPICAL PLAN VIEW

WINDROW REFUSAL

SLOPE

REVETMENT

STONE TOE

ZONE

TRANSITION

TOP OF STRUCTURE

NOT TO SCALE

BACKFILL

10'

4'

GROUNDLINE

NATURAL

APPROXIMATE COORDINATE POINT LOCATION

RIP RAP END PROTECTION- TYPICAL SECTION 2

4'2'

8'REVETMENT

STONE TOE ZONE

TRANSITION

2' M

IN3

AVE 3.5 TON/LF

2:1 SLOPE

RESHAPE TO

REPOSE

ANGLE OF

BACKFILL

RESHAPE WITH

TYPICAL SECTION

STONE TOE REVETMENT

THICKER SLOPE AS SHOWN

MINIMUM 2 FT OR

WINDROW REFUSAL - TYPICAL SECTION 1

LR01C005.dgn

WINDROW REFUSAL DETAILS

STONE TOE REVETMENT &