W9128F19B0035_2019_O&M_Kansas_Bend_Drawings_.pdf

PDF 2 MB Posted Aug 14, 2019

Attached to: Missouri River Recovery Fish and Wildlife Mitigation 2019 O&M Projects
Solicitation number: W9128F19B0035
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Drawings, W9128F19B0035, Missouri River Recovery, Fish and Wildlife Mitigation, 2019 O&M Projects at Kansas Bend, Missouri River, NE

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File	Type	Posted
Bid_Abstract_for_W9128F19B0035.pdf	PDF	Sep 13, 2019
W9128F19B0035_2019_Mo_River_Bank_Stab_&_Nav_Project_Kansas_Bend_Specs_.pdf	PDF	Aug 14, 2019

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.1 s f in

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US ARMY CORPS

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SHEET

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A P I

N D

E X

KB1

(K A

N S

A S B

E N

PROJECT LOCATION

NOT TO SCALE

VICINITY MAP

LOCATION MAP

NOT TO SCALE

MINNESOTA

SOUTH DAKOTA

NEBRASKA

MISSOURI

IOWA

C O

L N

LYON

MURRAY

STRUCTURE NUMBERS ARE BASED ON 1890 MILAGE

REPRESENTS A SYNTHESIZED WATER SURFACE PROFILE

CRP THIS IS THE CONTRUCTION REFERENCE PLANE WHICH

OF A STEADY DISCHARGE THAT IS EQUALED OR EXCEEDED

75% OF THE TIME DURING THE NAVIGATION SEASON

(APRIL - NOVEMBER).

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 BURT

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

PROJECT LOCATION

HAMBURG, IA

IOWA

COUNTY

FREMONT

MISSOURI

COUNTY

ATCHISON

NEBRASKA

COUNTY

OTOE

NEBRASKA

COUNTY

NEMAHA

INDEX

LEGEND

2. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL REPAIR ALL EXISTING ACCESS ROADS TO PREEXISTING CONDITIONS.

1. CONSTRUCTION OFFICER REPRESENTATIVE MUST APPROVE THE LOCATION OF ANY STAGING AREAS PRIOR TO ARRIVAL ON SITE.

NOTES:

MRP2C000O&M2019.DGN KB6 SURVEY SHEET (BASIC & OPTION)

MRP2C000O&M2019.DGN KB5 MISSOURI RIVER FLOW SHEET (BASIC & OPTION)

MRP2C000O&M2019.DGN KB4 MISC. DETAILS SHEET (BASIC & OPTION)

MRP2C000O&M2019.DGN KB3 REVETMENT REPAIR DETAILS (BASIC & OPTION)

MRP2C000O&M2019.DGN KB2 SITE PLAN SHEET (BASIC & OPTION)

MRP2C000O&M2019.DGN KB1 LOCATION MAP, VICINITY MAP & INDEX (BASIC & OPTION)

DESCRIPTION SHEET NO.FILENAME

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D .C

D .B

S O

U R I

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N B

A S

C .J .S

W F

W F -1

-F -0

X -X

OF ENGINEERS

US ARMY CORPS

D E

S C

N A

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D A

T E

M A

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P P

D A

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C O

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C T N

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U M

B E

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O T D

A T

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C A

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C K

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NUMBER

IDENTIFICATION

SHEET

1 2 3 4 5

H W

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C T S K

A N

S A

S B

E N

U G

U S

NOT TO SCALE

1SECTION

NOT TO SCALE

PILING

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

EXISTING GROUND

STONE FILL

EXISTING GROUND

RIVERWARD SIDE

STRUCTURE AZIMUTH LINE

LANDWARD SIDE

VARIABLE

V A

NOT TO SCALE

SECTION 2

NOT TO SCALE

SECTION 2

REVETMENT REPAIR TYPICAL - PLAN VIEW

R E

V E

T M

E N

T R

E P

Y P

A L D

E T

STONE FILL

EXISTING

STRUCTURE

EXISTING PILE

1V ON 1 1/4 H

APPROX. SLOPE

FILL

STONE

1V ON 1 1/4 H

APPROX. SLOPE

GROUND

EXISTING

REVETMENT

EXISTING

EXISTING GROUND

REFERENCE PLANE (CRP)

CONSTRUCTION

REFERENCE PLANE (CRP)

CONSTRUCTION

(K A

N S

A S B

E N

KB3

DEGRADED SECTION

REPAIR TOP WIDTH

SEE KB4 SHEET FOR

TO CRP (+2)

REPAIR REVETMENTS

1V ON 1 1/4 H

APPROX. SLOPE

1V ON 1 1/4 H

APPROX. SLOPE

TO CRP (+2)

REPAIR REVETMENTS

REPAIR TOP WIDTH

SEE KB4 SHEET FOR

REPAIR HEIGHT

AVERAGE

REPAIR HEIGHT

AVERAGE

ON THE THE KB2 or KB4 SHEETS.

STRUCTURE RIVER MILE IS LISTED

3) APPROXIMATE

AND GENERAL REPAIR GUIDANCE.

"STRUCTURES" FOR DEFINITIONS

2) SEE SPECIFICATION 35 31 20

AVAILABLE ON THE KB2 or KB4 SHEETS.

1) STRUCTURE REPAIR DIMENSIONS

NOTES:

DEFICIENCY LENGTH

SEE KB2 & KB4 SHEETS FOR

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C .J .S

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-F -0

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OF ENGINEERS

US ARMY CORPS

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NUMBER

IDENTIFICATION

SHEET

1 2 3 4 5

H W

E M

A T

M P

R O J E

C T S K

A N

S A

S B

E N

U G

U S

C E

L L

A N

E O

U S D

E T

S S

H E

E T

EXCAVATE AND BACKFILL

ANGLE OF REPOSE

EXISTING GROUND

TYPICAL SECTION

BURIED STONE REFUSAL

NOT TO SCALE NOT TO SCALE

C E

N T

E R L

S T

R U

C T

U R

PLANE (CRP)

REFERENCE

CONSTRUCTION

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.

ON THE SITE PLANS

ELEVATION AS SPECIFIED

WIDTH OF 5 FEET AND

CONSTRUCT TO A CROWN

REFERENCE PLANE (CRP)

DISTANCE ABOVE CONSTRUCTION

ANGLE OF REPOSE

EXISTING GROUND

EXCAVATE AND BACKFILL

ANGLE OF REPOSE

BURIED

STONE

REFUSAL

NOT TO SCALE

P -1

(AVE 7 TONS/LF)

STONE FILL

(AVE 7 TONS/LF)

NEW STONE FILL (AVE 11 TONS/LF)

-1

E N

E R

A L R

E V

N S

(K A

N S

A S B

E N

RIVER STRUCTURE

BANK TONS

APPROXIMATE

TOTAL =

RT 5 FEET

WIDTH (FT.)

CROWN

NAMEMILE BE RECONSTRUCT

STRUCTURE TO

LENGTH OF RIPRAP

30'

592.31545.6 220' W/ 30' KEY

100'

545.7

545.75 592.81S RT

5 FEET

5 FEET880'

RT N/A545.85

KB4

DEPTH ABOVE CRP

PLACED TO

RIPRAP MATERIAL

DIKE REMOVAL

592.10 -50' N/A N/A

220'

ELEVATION = CRP +2.0' (el. 899.4)

CRP +8.0' (el. 912.0)

ELEVATION =

TYPICAL SECTION

TYPICAL CENTERLINE PROFILE OF 592.31

TYPICAL CROSS SECTION OF 592.31 & 592.81

592.81 1030'

4,540

2,500

2,575

1,700

9,007

BASIC:

OPTION:

TOTAL = 8,815

ELEVATION = CRP +8.0' (el. 905.40)

ELEVATION = CRP +2.0' (el. 899.4)

95' 5 FEET 3,500RT

RT 120' 5 FEET 3,007

592.81 (OPTION 1)

592.81 (OPTION 2)

592.81 (OPTION 3)

545.6

RIVER STRUCTURE TABLE - KANSAS BEND

2.0' (el. 899.4)

MRP2c000O&M2019

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