W9128F19B0036_Drawings_2019_Mo_River_Bank_Stab_BSNP.pdf

PDF 6 MB Posted Aug 14, 2019

Attached to: Missouri River Bank Stabilization Federal contract opportunity
Solicitation number: w9128f19b0036
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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.1 s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y .m il

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B .P

B A

W F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

N W

F -1

-B -0

U G

U S

INDEX

BURT

MISSOURI RIVER FLOW SHEETSMISSOURI RIVER CONSTRUCTION REFERENCE PLANE (CRP)C5.04MRXXC504.DGN

MISSOURI RIVER FLOW SHEETSC5.03MRXXC503.DGN

MISSOURI RIVER FLOW SHEETSC5.02MRXXC502.DGN

MISSOURI RIVER FLOW SHEETSC5.01MRXXC501.DGN

C4.05 LOWERED DIKE/REVERSE SILL REPAIR TYPICAL DETAILc000 bsnp 2019.DGN

C4.04 REVETMENT/KICKER NOTCH TYPICAL DETAILc000 bsnp 2019.DGN

C4.03 REVETMENT/KICKER TYPICAL DETAILc000 bsnp 2019.DGN

C4.02 NOTCHED DIKE REPAIR TYPICAL DETAILc000 bsnp 2019.DGN

C4.01 DIKE REPAIR TYPICAL DETAILc000 bsnp 2019.DGN

C3.02 STRUCTURE TABULATION (OPTION)c000 bsnp 2019.DGN

C3.01 STRUCTURE TABULATION (BASIC)c000 bsnp 2019.DGN

PLAN SHEET - RM 530-522C2.05c000 bsnp 2019.DGN

PLAN SHEET - RM 522-515C2.04c000 bsnp 2019.DGN

PLAN SHEET - RM 515-510C2.03c000 bsnp 2019.DGN

PLAN SHEET - RM 510-504C2.02c000 bsnp 2019.DGN

PLAN SHEET - RM 504-498C2.01c000 bsnp 2019.DGN

C1.02 LAYOUT MAPc000 bsnp 2019.DGN

C1.01 LOCATION MAP & INDEXc000 bsnp 2019.DGN

- COVERc000 bsnp 2019.DGN

FILENAME SHEET NO. DESCRIPTION

C1.01

L O

C A

N M

A P I

N D

E X

PROJECT LOCATION

LOCATION MAP

NOT TO SCALE

MINNESOTA

SOUTH DAKOTA

NEBRASKA

MISSOURI

IOWA

C O

L N

LYON

MURRAY

S A

N B

O R

MINOR

KINGSBURY

BROOKINGS

LAKE MOODY

AURORA

D A

O N

H A

N S

O N

M C C

O O

MINNEHAHA

CHARLES MIX

HUTCHINSON TURNER

C O

L N

Y A N

K T O

CLAYBOYD U

HOLT

KNOX

C E D

A R

D A K O

G A R F

W H E E

A N T E L O P

E PIERCE

WAYNE

THURSTON

VALLEY

BOONE

G R E E

M A D

O N

S T A

N T O

CUMING

MARTINJACKSON

NOBLESROCK

COTTON-

WOOD

S T

O N

LYON

SCEO

CKI

NSO

EMMET

K O S S U

HANCOCK

WRIGHT

PALO

ALTO

P O

C A H

O N

H U

M B O

W E B S

H A

C A

O U

U X

O 'B

N CLAY

PLYMOUTH

C H E R

O K E E

SAC

IDAWOODSBURY

MONONA

CRAWFORD CARROLL

GREENE

BOONE STORY

POLK

DALLAS

A U

D U

B O

SHELBY

ATT

MILLS

F R E E

M O

N T

G G

HARRISON

BUENA

VISTA

CASS

ADAIR

MADISON

MONT-

GOMERY

ADAMS UNION

TAYLOR

PAGE

NODAWAY

ATCHISON

CHARDSON

PAWNEE

GAGE

JEFFER-

SON

NEMAHA

OTOE

CASS

SARPY

DOUGLAS

N S O

NANCE

M E R R

H A

T O

CLAY

L M

O R E

SALINE

SEWARD

L A

N C

A S

T E

SAUNDERS

BUTLER

C O L F A X

DODGE

WASH-

INGTON

HALL

HOWARD

PLATTE

POLK

YORK

DOUGLAS

B O

H O

M M

W A

W A N

G U T H

O N

HOLT

s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

W F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

N W

F -1

-B -0

U G

U S

NOT TO SCALE

OF DIKE

PORTION

BURIED

STONE FILL

EXISTING

STRUCTURE

EXISTING PILE

SECTION

DEGRADED

1SECTION

HIGH BANK

EXISTING

E R

E P

Y P

A L D

E T

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

TO CRP (+1)

REPAIR DIKES

C4.01

NOT TO SCALE

H B

A N

E X

ROCK DIKE

EXISTING

DIKE REPAIR TYPICAL - PLAN VIEW

PILING

MILE IS LISTED ON THE THE C2 or C3 SHEETS.

3) APPROXIMATE STRUCTURE RIVER

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE C2 or C3 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

NOT TO SCALE

C E

N T

E R L

S T

R U

C T

U R

STONE FILL

EXISTING GROUND LINE

11 ON 1

TO EXCEED

BUT NOT

11 ON 1

SLOPE

APPROX.

11 ON 1

TO EXCEED

BUT NOT

11 ON 1

SLOPE

APPROX.

TYPICAL CROSS SECTION OF SPUR DIKE

EXISTING GROUND

EXCAVATE AND BACKFILL

ANGLE OF REPOSE

BURIED

STONE

REFUSAL

COORDINATE POINT AS SHOWN IN THE SITE PLANS

SHOWN IN THE SITE PLANS

COORDINATE POINT AS

(AVE 7 TONS/LF)

CRP +3.0'

ELEVATION =

ELEVATION = CRP +1.0

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

25'

NEW STONE FILL

ON THE SITE PLANS

ELEVATION AS SPECIFIED

WIDTH OF 4 FEET AND

CONSTRUCT TO A CROWN

AZIMUTH LINE

STRUCTURE

NOT TO SCALE

PILING

2SECTION

EXISTING

DIKE

ROCK

PLANE (CRP)

REFERENCE

CONSTRUCTION

ANGLE OF REPOSE

TYPICAL SECTION

BURIED STONE REFUSAL

NOT TO SCALE

(AVE 7 TONS/LF)

STONE FILL

EXISTING GROUND

ANGLE OF REPOSE

STONE FILL

NOT TO SCALE

COORDINATE POINT AS SHOWN IN THE SITE PLANS

SHOWN IN THE SITE PLANS

COORDINATE POINT AS

ELEVATION = CRP +1.0'

CRP +3.0'

OF REPOSE

ANGLE

(CRP) (typically +1)

REFERENCE PLANE

CONSTRUCTION

DISTANCE ABOVE

TYPICAL SECTION

TYPICAL CENTERLINE PROFILE OF SPUR DIKE ONLY

WIDTH

FOR REPAIR TOP

PLANE (CRP)

REFERENCE

CONSTRUCTION

NOT TO SCALE

GROUND

EXISTING

REPOSE

ANGLE OF

BACKFILL

EXCAVATE &

TYPICAL SECTION

TYPICAL CENTERLINE PROFILE OF SPUR DIKE & REFUSAL

s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

W F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

N W

F -1

-B -0

U G

U S

HIGH BANK

EXISTING

OF DIKE

PORTION

BURIED

STONE FILL

EXISTING

STRUCTURE

EXISTING PILE

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

DEGRADED SECTION

PILING

VARIES WIDTH TYP. 100'

NOTCH BOTTOM

NOT TO SCALE

H B

A N

E X

NOTCHED DIKE REPAIR TYPICAL - PLAN VIEW

INVERT ELEVATION 5' BELOW CRP

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

1 1

TYP. CRP (-5)

ELEVATION

INVERT

NOTCH

C4.02

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

NOTCH OPENINGS.

SHOULD BE MADE TO MAINTAIN

THE C2 or C3 SHEETS. EFFORTS

4) NOTCHED DIKES ARE IDENTIFIED ON

ON THE C2 or C3 SHEETS.

STRUCTURE RIVER MILE IS LISTED

3) APPROXIMATE

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE C2 or C3 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

TO CRP (+1)

REPAIR DIKES

N O

T C

H E

D D

E R

E P

Y P

A L D

E T

REPOSE

ANGLE OF

VARIESWIDTH TYP. 100'

NOTCH BOTTOM

NOT TO SCALE

1SECTION

AZIMUTH LINE

STRUCTURE

NOT TO SCALE

2SECTION

AZIMUTH LINE

STRUCTURE

NOT TO SCALE

PILING

SECTION

EXISTING

DIKE

ROCK

WIDTH

FOR REPAIR TOP

SEE C3 SHEETS

PLANE (CRP)

REFERENCE

CONSTRUCTION

PLANE (CRP)

REFERENCE

CONSTRUCTION

s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

P T

N B

A S

W F -1

-B -0

U G

U S

STONE FILL

EXISTING

STRUCTURE

EXISTING PILE

WITHOUT EXCAVATION

MOORING CLUMPS

STONE FILL REVETMENT STONE FILL REVETMENT

WITH EXCAVATION

1V on 1H 1V o n 1H

RIVERWARD SIDE

STRUCTURE AZIMUTH LINE

LANDWARD SIDE

1V ON 1 1/4 H

APPROX. SLOPE

EXISTING GROUND

STONE FILL

EXISTING GROUND

RIVERWARD SIDE

STRUCTURE AZIMUTH LINE

LANDWARD SIDE

FILL

STONE

1V ON 1 1/4 H

APPROX. SLOPE

GROUND

EXISTING

VARIABLE

V A

REPAIR TOP WIDTH

SEE C2 SHEETS FOR

EXISTING GROUND

TO CRP (+3)

REPAIR REVETMENTS

REFERENCE PLANE (CRP)

CONSTRUCTION

REFERENCE PLANE (CRP)

CONSTRUCTION

TO CRP (+3)

REPAIR REVETMENTS

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

REPAIR TOP WIDTH

SEE C3 SHEETS FOR

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

ON THE THE C2 or C3 SHEETS.

STRUCTURE RIVER MILE IS LISTED

3) APPROXIMATE

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE C2 or C3 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

SECTION

DEGRADED

1V ON 1 1/4 H

APPROX. SLOPE

1V ON 1 1/4 H

APPROX. SLOPE

C4.03

R E

V E

T M

E N

T R

E P

Y P

A L D

E T

NOT TO SCALE

REVETMENT

EXISTING

REVETMENT REPAIR TYPICAL - PLAN VIEW

PILING

NOT TO SCALE

1SECTION

NOT TO SCALE

SECTION 2

NOT TO SCALE

SECTION 2

s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

P T

N B

A S

W F -1

-B -0

U G

U S

STONE FILL

EXISTING

STRUCTURE

PILE

EXISTING

MINIMUM NOTCH

ELEVATION CRP (-5)

IN NOTCH SECTIONS

SECTION TO CRP (-5)

LEAVE DEGRADED

CRP (-5)

NOTCH IF BELOW

PARTIALLY REPAIR

TO CRP (+3)

REPAIR

PLAN SHEETS.

INDICATED ON THE

NOTCHES ARE

REVETMENT/KICKER

SECTION WHERE

LEAVE DEGRADED

MOORING CLUMPS

RIVERWARD SIDE

STRUCTURE AZIMUTH LINE

LANDWARD SIDE

STONE FILL

REFERENCE PLANE (CRP)

CONSTRUCTION

& KICKERS TO CRP (+3)

REPAIR REVETMENTS

MOORING CLUMPS

RIVERWARD SIDE

STRUCTURE AZIMUTH LINE

LANDWARD SIDE

STONE FILL

REFERENCE PLANE (CRP)

CONSTRUCTION

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

T Y

A L D

E T

C4.04

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

REPAIR TOP WIDTH

SEE C3 SHEETS FOR

CONSTRUCTION GUIDANCE.

35 31 20 PAR 2.1.1/2.3.1 FOR

REFER TO SPECIFICATION SECTION

PROVIDED IN TABLE & ON PLAN SHEETS.

4) GENERAL NOTCH LOCATIONS

ON THE THE C2 or C3 SHEETS.

STRUCTURE RIVER MILE IS LISTED

3) APPROXIMATE

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE C2 or C3 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

SECTION

DEGRADED

CRP (-5)

IS LOWER THAN

ELEVATION

TOP OF ROCK

FILL IN WHERE

R E

V E

T M

E N

T /K

K E

R N

O T

C H

NOTCH

REVETMENT

NOT TO SCALE

REVETMENT

EXISTING

REVETMENT/KICKER NOTCH TYPICAL - PLAN VIEW

PILING

CRP (-5)

ELEVATION

INVERT

NOTCH

AS SHOWN ON C2 SHEETS

NOTCH LENGTH

CRP (-5)

IN NOTCH IF ABOVE

REMOVAL REQUIRED

NO MATERIAL

NOT TO SCALE

SECTION 2

NOT TO SCALE

1SECTION

NOT TO SCALE

SECTION 3

s f in c b a s e m a p f o r

B S

N P d e s ig n s c a le .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

W F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

N W

F -1

-B -0

U G

U S

SECTION

DEGRADED

NOT TO SCALE

HIGH BANK

EXISTING

REVERSE SILL REPAIR TYPICAL - PLAN VIEW

T Y

A L D

E T

C4.05

REPAIR HEIGHT

FOR AVERAGE

SEE C3 SHEETS

REVERSE SILLS.

SECTIONS ADJACENT TO THE

ELEVATION IN THE LOWERED DIKE

MAINTAIN ORIGINAL DESIGN

4) EFFORTS SHOULD BE MADE TO

ON THE THE C2 or C3 SHEETS.

STRUCTURE RIVER MILE IS LISTED

3) APPROXIMATE

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE C2 or C3 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

SILLS TO CRP (+3)

REPAIR REVERSE

L O

W E

R E

D D

E /R

E V

E R

S E S

L R

E P

H B

A N

E X

VARIES

OF DIKE

PORTION

BURIED

STONE FILL

EXISTING

STRUCTURE

EXISTING PILE

REPOSE

ANGLE OF

VARIES

CRP ELEV.

+3'

NOT TO SCALE

SECTION

75' TYP.

DEFICIENCY LENGTH

SEE C3 SHEETS FOR

INVERT ELEVATION 5' BELOW CRP

PREVIOUSLY LOWERED DIKE SECTION

REVERSE SILL

100' TYP.

AZIMUTH LINE

STRUCTURE

NOT TO SCALE

2SECTION

WIDTH

FOR REPAIR TOP

SEE C3 SHEETS

PLANE (CRP)

REFERENCE

CONSTRUCTION

C5.04

C O

N S

T R

U C

N R

E F

E R

E N

C E P

L A

N E

C R

S O

U R I

E R f t in

M R

X X

C .d g n

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

O h tt p /w w w u s a c e .a rm y

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

R .G .P

D .C

D .B

F -1

X -F -0

X X

M R

P M

R -3

S O

U R I

E R

B P

B A

N K S

T A

A T

N N

A V

A T

N P

R O J E

C T

E R M

R E

P A

T R

U C

T U

R E

S F

R O

M T

H E

E A

S O

P T

N B

A S

W F -1

-B -0

U G

U S

MISSOURI RIVER CONSTRUCTION REFERENCE PLANE (CRP) - 2017 UPDATE

PRESENT DAY DEPLETIONS AND THE CURRENT WATER CONTROL PLAN.

THE FLOW DURATION DATA WERE DEVELOPED USING THE DAILY ROUTINGS WITH

GAGES. IT WAS UPDATED IN 2017 AND USED THE MOST RECENTLY AVAILABLE DATA.

75% OF THE TIME DURING THE NAVIGATION SEASON (APR - NOV) AT THE VARIOUS

SURFACE PROFILE OF A STEADY DISCHARGE THAT IS EQUALED OR EXCEEDED

THIS CONSTRUCTION REFERENCE PLANE REPRESENTS A SYNTHESIZED WATER

NOTE:

THIS DRAWING INCLUDED FOR INFORMATION ONLY

746.20

748.00

749.00

750.40

751.00

751.70

752.90

753.60

755.00

756.20

758.80

760.20

761.00

761.70

763.00

765.60

766.80

768.10

768.80

770.00

771.10

773.20

774.30

775.30

775.61

777.40

779.20

780.00

780.90

783.00

784.90

784.94

785.00

786.10

787.60

789.30

791.00

792.90

794.00

794.90

796.00

796.80

797.70

799.00

800.00

801.50

803.00

803.90

805.20

805.76

805.90

807.00

808.00

809.00

810.30

MILE

RIVER

690.90

691.07

692.90

694.65

696.00

697.10

698.20

699.10

700.00

701.00

703.00

705.10

705.90

707.10

708.00

709.00

710.10

711.00

711.10

712.50

713.20

714.20

715.00

716.00

716.80

718.00

719.00

720.50

721.10

722.10

723.00

724.10

725.00

726.00

727.00

728.00

729.00

730.00

730.90

732.00

732.40

732.90

734.00

735.00

735.70

736.10

737.00

738.40

739.20

740.50

741.50

742.00

743.10

744.10

745.00

MILE

RIVER

632.00

633.00

634.00

634.90

636.00

636.90

638.05

639.00

640.00

641.00

642.20

643.10

644.05

645.10

646.10

647.10

648.00

648.27

649.00

650.00

651.00

652.00

653.00

654.00

655.00

656.00

657.00

658.10

659.00

660.00

661.00

662.00

663.00

664.10

665.00

666.80

667.70

669.00

669.50

670.00

670.80

671.80

673.10

674.00

674.60

676.10

678.10

680.00

682.10

682.90

683.90

684.70

685.30

687.10

688.90

MILE

RIVER

580.00

581.00

582.00

582.45

584.00

584.70

586.00

587.00

587.90

589.10

590.00

591.00

591.60

592.00

593.00

594.00

595.10

595.90

596.95

598.00

599.00

600.30

601.00

601.10

602.10

603.00

603.50

604.35

606.10

607.00

608.00

609.00

610.00

611.00

612.00

612.90

614.00

615.00

615.98

616.10

616.90

617.85

618.90

619.90

621.00

622.10

623.00

624.00

625.00

626.00

627.00

628.00

628.90

630.00

631.00

MILE

RIVER

528.00

529.00

530.00

531.00

532.00

533.00

533.90

535.00

535.25

536.00

537.00

538.00

539.05

540.10

540.90

542.00

543.00

544.10

545.05

546.00

547.00

548.00

548.90

549.00

550.00

551.00

552.15

553.00

554.00

554.65

556.00

557.10

558.00

559.00

560.00

561.00

561.90

562.63

563.10

564.00

565.00

565.95

567.00

568.00

569.00

570.10

571.00

572.00

573.00

574.00

575.00

576.00

577.00

578.00

579.10

MILE

RIVER

497.92

498.00

499.00

500.00

501.10

502.00

503.00

504.00

504.90

506.00

507.00

508.10

509.10

510.00

511.00

512.00

513.10

514.10

515.00

516.00

517.00

518.00

519.00

520.00

521.10

522.00

523.15

523.90

525.00

526.00

527.00

MILE

RIVER

1085.61

1087.70

1088.88

1090.58

1091.31

1092.22

1093.81

1094.80

1097.06

1098.64

1101.21

1102.95

1104.08

1105.00

1106.54

1109.52

1111.01

1112.58

1113.50

1115.17

1116.58

1118.92

1120.20

1121.49

1121.89

1123.87

1126.07

1127.23

1128.53

1131.29

1133.15

1133.19

1133.26

1134.59

1136.16

1137.79

1139.40

1141.19

1142.44

1143.46

1144.42

1145.05

1145.78

1146.81

1147.55

1148.51

1149.42

1150.14

1151.31

1151.64

1151.70

1152.29

1153.13

1153.96

1154.61

NAVD88

ELEV

1031.21

1031.36

1032.99

1034.64

1035.94

1037.00

1037.92

1038.71

1039.62

1040.60

1042.46

1044.57

1045.36

1046.44

1047.34

1048.46

1049.53

1050.32

1050.41

1051.78

1052.43

1053.24

1053.90

1054.75

1055.43

1056.42

1057.22

1058.58

1059.15

1059.98

1060.70

1061.59

1062.31

1063.18

1064.10

1065.05

1066.06

1067.11

1068.05

1069.11

1069.45

1069.94

1071.13

1072.37

1073.48

1074.05

1074.99

1076.70

1077.67

1079.10

1080.25

1080.83

1082.10

1083.18

1084.18

NAVD88

ELEV

977.71

978.62

979.56

980.41

981.31

981.97

982.96

983.79

984.57

985.37

986.43

987.19

987.95

988.81

989.59

990.46

991.36

991.61

992.23

993.15

994.03

994.83

995.70

996.57

997.36

998.31

999.35

1000.35

1001.12

1002.03

1002.88

1003.68

1004.54

1005.64

1006.49

1007.95

1008.68

1009.78

1010.31

1010.84

1011.87

1013.03

1014.27

1015.07

1015.61

1017.00

1018.84

1020.67

1022.74

1023.47

1024.31

1025.10

1025.73

1027.50

1029.24

NAVD88

ELEV

933.29

934.26

935.25

935.71

937.22

937.85

939.11

940.25

941.22

942.44

943.39

944.38

944.96

945.35

946.30

947.15

948.07

948.70

949.49

950.31

951.08

952.13

952.75

952.84

953.69

954.36

954.72

955.32

956.52

957.16

957.98

958.80

959.56

960.42

961.26

961.88

962.61

963.30

964.02

964.13

964.87

965.55

966.28

967.10

968.01

968.85

969.53

970.37

971.40

972.54

973.59

974.50

975.26

976.11

976.87

NAVD88

ELEV

878.00

878.83

879.82

881.09

882.07

883.02

883.78

884.81

885.03

885.75

886.86

887.90

888.79

889.80

890.61

891.85

893.11

894.51

895.77

897.08

898.26

899.24

900.13

900.23

901.28

902.37

903.74

904.81

906.13

906.94

908.38

909.45

910.26

911.20

912.33

913.49

914.52

915.51

916.09

916.94

917.99

919.07

920.17

921.07

922.00

923.28

924.37

925.38

926.31

927.23

928.22

929.27

930.25

931.21

932.35

NAVD88

ELEV

846.87

846.94

847.83

849.24

850.17

851.16

852.09

853.12

853.56

854.84

855.73

856.75

857.71

858.96

859.83

860.74

861.87

862.71

863.63

864.48

865.97

867.45

868.25

869.73

870.96

871.48

872.83

873.63

874.65

875.63

876.57

NAVD88

ELEV

RUNE

BVNE

NCNE

OMA

DENE

SUX

YKN

DCP

RULO, NE

BROWNVILLE, NE

NEBRASKA CITY, NE

OMAHA, NE

DECATUR, NE

SIOUX CITY, IA

YANKTON, SD

LOCATION

GAGE

497.9

535.3

562.6

616.0

691.1

732.4

805.8

MILE

RIVER

8.7

25.1

9.9

15.1

20.8

12.0

11.4

STAGE

CRP

STAGE

FLOOD

838.2

860.0

905.6

949.0

1010.6

1057.4

1140.2

FT, NAVD88

DATUM

GAGE

38,400

37,100

32,700

29,900

29,200

25,000

CFS

DISCHARGE

CRP

c000basemap for BSNP 2019 design 1000scale

MRXXC501

MRXXC502

MRXXC503

MRXXC504

File details come from the government source that posted it.