A02Plans.pdf

PDF 4 MB Posted Jun 18, 2018

Attached to: Operations and Maintenance of Dikes and Revetment at Mississippi River Miles 300. 0 to 0.
Solicitation number: W912P918B0016
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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S O

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®of Engineers

US Army Corps

Solicitation: W912P9-18-B-0016

W P -1

-B -0

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St. Louis District of Engineers

US Army Corps

OPERATION AND MAINTENANCE

MISSISSIPPI RIVER BASIN

E R M

F Y

P I

E R

G -0

C O

V .d g n

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L L

A C

E P .E

D L

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C O

V E

G-001

BEAVER ISLAND RIVER MILES 117.8 - 115.8

SALT LAKE CHUTE RIVER MILES 139.5 - 136.5

CALICO CHUTE RIVER MILES 148.5 - 147.1

FY 2018 - MISSISSIPPI RIVER MILES 300.0 - 0.0

JUNE 2018

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IDENTIFICATION

SHEET

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PEORIA

VICINITY MAP

SCALE: NTS

0 7 14 A1

PROJECT LOCATION MAP

SCALE 1" = 7 MILES

LEGEND

DISTRICT BOUNDARIES

L/D

SPRINGFIELD

STE.GENEVIEVE

PADUCAH

CAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

NEW

LONDON

I L L I N O I S

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

I S S

O U

I RIVER

UIVR

MARK TWAIN

LAKE

B O

R B

S E

E U

MERA

E C

. B

B L

LAKE

WAPPAPELLO

REND

LAKE

BIG

U D

VER

K A

S K

A S

K I

CARLYLE

LAKE

SHELBYVILLE

VER

I L L I

N O I S

P I

R I

S T

RIVE

M I S S

I S

SIPPI

R I

V E

MRM 0

R E

I R

R U

O S

S I

MISSOURI

MRM 195

CHAIN OF ROCKS CANAL

KASKASKIA RIVER

ILLINOIS

LOCK 27

MRM 98.6

P -1

-B -0

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U .S

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G-002

MRM 0

MRM 195

L&D 25

L&D 24

L&D 22

MRM 300

F Y

P I

E R

MEL PRICE L&D

G -0

W A

L L

A C

E P .E

D L

A M

L O

C A

N A A

N D V

Y M

A P

CALICO CHUTE

SALT LAKE CHUTE

BEAVER ISLAND

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IDENTIFICATION

SHEET

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DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

SCALE

NTS NOT TO SCALE

STA STATION

ELEV ELEVATION

E EASTING

N NORTHING

EARTH

GRADED STONE A

CL CENTERLINE

GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTESMATERIAL SYMBOLS

GENERAL

INDEX OF DRAWINGS

TITLESHT

CIVIL

G-001

G-003

G-002

INDEX AND GENERAL NOTES

C-110

C-113

C-114

C-115

COVER SHEET

C-111

C-112

C-116

C-117

P -1

-B -0

G-003

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S I

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O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

W A

L L

A C

E R

E R M

E X A

N D G

E N

E R

A L N

O T

E S

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

F Y

P I

E R

G -0

D .d

W A

L L

A C

E P .E

D L

A M

RM 267.0 - 241.0 WORK PLAN

RM 191.0 - 159.0 WORK PLAN

RM 150.0 - 146.0 WORK PLAN

RM 147.0 - 142.0 WORK PLAN

RM 140.0 - 136.0 WORK PLAN

RM 133.0 - 128.0 WORK PLAN

RM 118.0 - 114.0 WORK PLAN

RM 43.0 - 31.0 WORK PLAN

C-301 TYPICAL SECTIONS

PROJECT LOCATION AND VICINITY MAP

RM 292.0 - 279.0 WORK PLAN

RM 236.0 - 221.0 WORK PLAN

RM 216.0 - 196.0 WORK PLAN

RM 90.0 - 83.0 WORK PLAN

RM 75.0 - 70.0 WORK PLAN

RM 22.0 - 16.0 WORK PLAN

RM 12.0 - 7.0 WORK PLAN

DIKES 147.6, 147.55, AND 147.5 PLAN AND PROFILE

RM 100.0 - 96.0 WORK PLAN

J U

N E

OF 1988

2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN VERTICAL DATUM

EASTERN ZONE, US FOOT.

1. ALL HORIZONTAL COORDINATES ARE LISTED IN NAD83 MISSOURI STATE PLANES,

A T

N N

E N

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D E

N E

D B

D E

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2 3

4 5

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A P

P R

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U M

B E

S U

B M

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D B

P L

O T S

C A

L E

P L

O T D

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D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

FLOW

C -1

L N .d

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

SCALE 1" = 1000' 0 1000' 2000'

E = 678044.86

N = 1312952.60

E = 678403.98

N = 1312734.67 E = 680807.85

N = 1311286.40

E = 681161.83

N = 1311021.89

E = 643442.39

N = 1350300.83

E = 643032.83

N = 1350380.73

RM 294.0 - 289.0 WORK PLAN

FLOW

R M

.0 W

O R

K P

L A

C-101

.7 (R

.1 (R

.4 (R

W D

.4 (R

.7 (R

.0 (R

.2 (R

.5 (L

.7 (L

(IS

LAND N

COTT

ONWOOD I

SLAND

.9 (L

GOSLINE ISLAND

CRIDER ISLAND

SCALE 1" = 1000' 0 1000' 2000'

RM 282.0 - 279.0 WORK PLAN

RM 291.2 WORK PLAN

SCALE 1" = 100' 0 100' 200'

RM 280.3 WORK PLAN

SCALE 1" = 100' 0 100' 200'

RM 279.8 WORK PLAN

0 100' 200'

A2 A4

REVETMENT IS A-STONE GSR IS C-STONE.

THICK AND EXTENDING 75 FT INTO THE CHANNEL.

PLACE GRADUAL SLOPE REVETMNET (GSR) 2 FT

REVET 450 FT OF THE LEFT DESCENDING BANK AND

REVETMENT IS A-STONE GSR IS C-STONE.

THICK AND EXTENDING 75 FT INTO THE CHANNEL.

PLACE GRADUAL SLOPE REVETMNET (GSR) 2 FT

REVET 460 FT OF THE LEFT DESCENDING BANK AND

IS A-STONE GSR IS C-STONE.

AND EXTENDING 75 FT INTO THE CHANNEL. REVETMENT

PLACE GRADUAL SLOPE REVETMNET (GSR) 2 FT THICK

REVET 500 FT OF THE RIGHT DESCENDING BANK AND

A1 A2

SHALLOW DRAFT WORK SITE

SCALE 1" = 100'

J U

N E

FOX CREEK

SLIM

CHUTE

SLIM CHUTE

N D

FOX CREEK

SLIM

CHUTE

SLIM CHUTE

N D

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

2 3

4 5

M A

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A P

P R

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E N

U M

B E

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B M

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C A

L E

P L

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M A

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

SANDY

CHUTE

SANDY

CHUTE

SCALE 1" = 1000' 0 1000' 2000'

C -1

L N .d

E = 740570.79

N = 1262888.67 E = 740422.31

N = 1263102.59

RM 267.0 - 262.0 WORK PLAN

RM 243.3 - 242.6 L WORK PLAN

RM 244.0 - 241.0 WORK PLAN

E = 764960.10

N = 1160888.68

E = 764383.83

N = 1162731.86

E = 763715.18

N = 1164373.82

E = 764792.94

N = 1160744.65 E = 764216.67

N = 1162587.83

E = 763539.22

N = 1164246.25

TO ELEVATION 436.0 FT

RESTORE CHEVRON 243.3 L

TO ELEVATION 436.0 FT

RESTORE CHEVRON 243.1 L

TO ELEVATION 436.0 FT

RESTORE CHEVRON 242.6 L

W P -1

-B -0

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O U

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S T L

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U .S

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M Y C

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P S O

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N D M

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N A

N C

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A C

E P .E

F Y

P I

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D L

A M

E R M

R M

.0 W

O R

K P

L A

C-102

COON ISLAND

GRIMES ISLAND

SLIM ISLAND

WILLOW BAR

McCOY ISLAND

TISDEL TOWHEAD

ISLAND NO. 475

ISLAND NO. 476

.6 (R

.9 (R

C H

E V

R O

.1 (R

.2 (R

.0 (R

B U

L L

N O

S E

.2 (R

.5 (L

.7 (L

M R

.5 (L

.3 (L

.8 (L

DEAD MANS ISL

.8 (R

C H

E V

R O

.0 (R

C H

E V

R O

.9 (L

.7 (L

.9 (R

.5 (R

.0 (R

.1 (R

E .8 (R

BRADLEY ISLAND

.5 (L

E = 768565.12

N = 1154427.47

E = 768436.23

N = 1154565.25

FLOW

SHALLOW DRAFT WORK SITE

C H

E V

R O

C H

E V

R O

C H

E V

R O

SHALLOW DRAFT WORK SITE

SCALE 1" = 400' 0 400' 800'

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

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M A

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D E

S C

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

RM 235.0 R PLAN

SCALE 1" = 400'

0 400' 800'

REQUIRE SHALLOW DRAFT CAPABILITIES.

LEAVING A 250 FT NOTCH. THIS SITE MAY

RESTORE DIKE 235.0 R TO ELEVATION 425

E = 775602.16

N = 1122166.22

E = 775887.49

N = 1122170.42

E = 776101.49

N = 1122178.81

E = 775430.12

N = 1122170.42

RM 222.5 L PLAN

SCALE 1" = 400'

0 400' 800'

A1 A2

E = 821226.95

N = 1127950.59

E = 821543.46

N = 1127740.19

RM 236.0 - 233.0 WORK PLAN

RM 224.0 - 221.0 WORK PLAN

FLOW

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

R M

.0 W

O R

K P

L A

C-103

.6 (L

.3 (L

.8 (L

.4 (L

.1 (L

.5 (L

.0 (L

.4 (R

.3 (R

.6 (R

.8 (R

B U

L L

N O

S E D

.0 (R

.9 (R

.7 (R

PERUQUE ISLAND

MARTIN TOWHEAD

HAT ISLAND

M A

R T

S L

A N

P O

P P

L E

T O

N L

A N

C A

L H

O U

N L

A N

.2 (L

R O

Y A

L L

A N

.3 (L

222.35(R)

DIKE

.4 (R

.0 (R

E2 .1 (R

.3 (R

.8 (R

.0 (R

W A

R E

A G

L E L

A N

.0 (L

DIK

E 2

22.

5(L

) SQUAW ISLAND

IOWA ISLAND

)815

.ON D

NALSI( DNALSI ESIRPRETNE

SHALLOW DRAFT WORK SITE

.8 (R

DIKE 221.7(R)

W -D

.0 (L

CAPABILITIES.

BANKLINE. THIS SITE MAY REQUIRE SHALLOW DRAFT

DESIGN ELEVATION OF 422 FT AND TIE INTO

RESTORE 250 FT EXISTING SPUR DIKE TO ORIGINAL

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

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D E

S C

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

A1 0 200' 400'

RM 197.7 R WORK PLAN

RM 216.0 - 212.0 WORK PLAN

RM 200.0 - 196.0 WORK PLAN

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

O P

E R

A T

N A

N D M

T E

N A

N C

R M

.0 W

O R

K P

L A

C-104

SLIM

ISLAND

PORTAGE ISLAND

E .7 (R

.7 (R ) D

.2 (R

.7 (R

.0 (R

.7 (R

C H

P E

W A L

A N

H A

M L

A N

M O

D L

A N

.0 (L

.4 (R

.1 (R

MOBILE ISLAND

MAPLE

LAND

.9 (R

W A

N S

C H L

A N

.7 (R

.1 (R

.2 (R

.7 (R

BULLNOSE DIKE 213.9(R)

E = 931455.76

N = 1096169.08

ELEVATION 405.0 FT

SAND FILLED DIKE 197.7 R TO

RESTORE AND CAP THE END OF

E = 931345.71

N = 1096138.47

E = 858241.99

N = 1133600.70

E = 858591.60

N = 1133461.64

0 100' 200'

RM 214.3 R WORK PLAN

SCALE 1" = 100'C1

SCALE 1" = 200'

C1 A1

ELSAH ISLAND

SHALLOW DRAFT WORK SITE

FLOW

GSR IS C-STONE

75 FT INTO THE CHANNEL. REVETMENT IS A-STONE

SLOPE REVETMNET (GSR) 2 FT THICK AND EXTENDING

REVET 400 FT OF ELIZA ISLAND AND PLACE GRADUAL

J U

N E

WATKINSCREEK

W Y E

B E

WATKINSCREEK

S A

W Y E

B E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

UGA

C -1

L N .d

FLOW

E = 901192.37

N = 1051572.13

E = 901159.81

N = 1051051.30

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

R M

.0 W

O R

K P

L A

RM 163.0 - 160.0 WORK PLAN

RM 191.0 - 186.0 WORK PLAN

C-105

.3 (L

W E

.3 L

.6 (L

.9 (L

.1 (L

.5 (L

.9 (L

.1 (L )C H

E V

R O

.4 (L

.3 (L

C H

E V

R O

.5 (L

C H

E V

R O

.6 (L

C H

E V

R O

.8 (L

.0 (L

.3 (L

C H

E V

R O

.3 (L

.0 (L

C H

E V

R O

.0 (L

C H

E V

R O

.9 (L

.7 (L

.7 (R

.8 (R

MOSENTHEIN ISLAND

CHESLEY ISLAND

BEARD ISLAND

RM 162.6 L PLAN

SCALE 1" = 200'

0 200' 400'

E = 873610.45

N = 937639.08

E = 873480.24

N = 937708.52

RM 160.0 L PLAN

SCALE 1" = 200'

0 200' 400'

DOWN TO BED ELEVATION.

100 FT FROM DIKE TAIL

EXISTING DIKE 162.6 L

FINISH SHORTENING

.3 (R (H

O M

E R D

.8 (L ) D

.6 (L

.3 (L

DIKE 188

.6(L)

.5 (L

.6 (L

.0 (L

.3 (L

C H

E V

R O

.3 (L

.0 (L

C H

E V

R O

.0 (L

.9 (L

C H

E V

R O

.9 (L

EDGE DOWN TO BED ELEVATION.

FT, FROM REMNANT DIKE TAIL, AT CHEVRON

SHORTEN EXISTING DIKE 160.3 L BY 250

BED ELEVATION. RECYCLE EXCAVATED STONE.

FT, FROM REMNANT DIKE TAIL, DOWN TO

SHORTEN EXISTING DIKE 159.9 L BY 175

EDGE DOWN TO BED ELEVATION

FT, FROM REMNANT DIKE TAIL, AT CHEVRON

SHORTEN EXISTING DIKE 160.0 L BY 330

J U

N E

E = 913899.21

N = 1064904.80

E = 913987.54

N = 1065285.64

E = 914331.41

N = 1066014.12

E = 914684.14

N = 1066449.32

E = 864461.51

N = 926006.28

E = 864296.99

N = 926067.99

E = 864867.55

N = 926874.81

E = 864556.11

N = 926988.42

E = 865242.41

N = 927982.23

E = 865002.97

N = 928092.12

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

RM 148.5 L PLAN

SCALE 1" = 200'

0 200' 400'

FLOW

SCALE 1" = 200' 0 200' 400'

E = 862370.33

N = 869707.81

E = 862309.21

N = 869628.58

E = 865475.51

N = 864326.06

E = 865442.79

N = 864287.25

E = 865688.73

N = 863163.90

E = 865614.05

N = 863098.05

RM 150.0 - 146.0 WORK PLAN

RM 147.3 - 147.1 L PLAN

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-107

.0 W

O R

K P

L A

C-106

.7 (L

.7 (L (P

.3 (L

.0 (L

.2 (L

.0 (L

.5 (L

.1 (L

.3 (L

.1 (L

.0 (L

.8 (L

.7 (L

.4 (L

.3 (L

.2 (L

.1 (L

.9 (L

.4 (L

.0 (L

.7 (L

.3 (L

.4 (R

.2 (R

.6 (R

.3 (R

.7 (R

H U

G L

A N

.0 (R

.2 (R

.4 (R

.5 (R

.6 (R

L O

A L O

C A

O C

H U

T E

E = 865589.87

N = 866792.91

E = 865216.66

N = 867513.10

.0 (L

.1 (L

.3 (L

.5 (L

)DIKE 148.5 L TO THE RIVER BED

EXCAVATE A 100 FT NOTCH IN

DIKE 147.3 L TO THE RIVER BED

EXCAVATE A 50 FT NOTCH IN

DIKE 147.1 L TO THE RIVER BED

EXCAVATE A 100 FT NOTCH IN

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

0+00

1+00

0+00

1+00

0+00

1+00

1+50 1+50

0 380

-0+25 0+75 1+00

E L E

V A

E L E

V A

STATION

-0+25 0+75 1+00

E L E

V A

E L E

V A

STATION

-0+25 0+75 1+00

E L E

V A

E L E

V A

STATION

FLOW

SCALED 5 TIMES VERTICALLY

HORIZONTAL SCALE 1" = 20'

DIKE 147.55 L PROFILE VIEW

SCALED 5 TIMES VERTICALLY

HORIZONTAL SCALE 1" = 20'

DIKE 147.6 L PROFILE VIEW

SCALED 5 TIMES VERTICALLY

HORIZONTAL SCALE 1" = 20'

DIKE 147.5 L PROFILE VIEW

RM 147.6 - 147.5 WORK PLAN

SCALE 1" = 20' 0 20' 40'

PROPOSED EL = 377.0 PROPOSED EL = 377.0 PROPOSED EL = 377.0

GENERAL SURVEY NOTES

1. MULTIBEAM SURVEY COLLECTED JULY 8, 2014

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C -1

L N .d g n

A N

D P

R O

E S

.6 .5

A N

.5 P

L A

C-107

L O

A L O

C A

O C

H U

T E

E = 865580.53

N = 866097.71

STA = 0+25.00

E = 865629.34

N = 866086.86

STA = 0+75.00 E = 865630.38

N = 865889.28

STA = 0+75.91

E = 865580.34

N = 865898.66

STA = 0+25.00 E = 865594.15

N = 865689.28

STA = 0+75.18

E = 865544.58

N = 865697.11

STA = 0+25.00

.6 L

.5 L

A-STONE REVETMENT

C-301

'FROM DIKE CENTERLINE.

END REVETMENT 100' UPSTREAM

TOP OF HIGH BANK

FROM DIKE CENTERLINE.

END REVETMENT 200' DOWNSTREAM

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

E = 873058.59

N = 852969.86

E = 872622.75

N = 853132.17

RM 147.0 - 142.0 WORK PLAN

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

R M

.0 W

O R

K P

L A

C-108

.3 (L

.1 (L

.0 (L

.8 (L

.7 (L

.4 (L

.3 (L

.2 (L

.1 (L

.9 (L

.4 (L

.0 (L

.6 (L

.7 (L

.3 (L

.5 (L

.3 (L

.1 (L

.0 (L

.8 (L

.6 (L

.4 (L

.2 (L

.1 (L

.0 (L

.8 (L

.6 (R

.3 (R

.4 (R

.2 (R

.1 (R

.0 (R

.9 (R

.5 (R

.2 (R

.1 (R

.0 (R

.4 (R

.7 (R

.0 (R

.4 (R

L O

W R

Y L

A N

K E

M P

E R L

A N

D U

R F

E E L

A N

.3 (R

.7 (R

OSBORNE CHUTE

HARLOW ISLAND (PERRY TOWHEAD)

MIC

HAELS

OWHEAD

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C -1

L N .d g n

RM 140.0 - 136.0 WORK PLAN

SCALE 1" = 1000'

0 1000' 2000'

RM 139.3 PLAN

SCALE 1" = 1000'

0 1000' 2000'

RM 138.1 PLAN

SCALE 1" = 1000'

0 1000' 2000'

RM 137.0 PLAN

E = 893860.15

N = 834434.79

E = 893813.39

N = 834392.57

E = 893170.85

N = 833823.29

E = 893062.96

N = 833727.70

E = 897889.77

N = 830136.73

E = 897834.15

N = 830045.02

E = 901752.93

N = 826225.29

E = 901683.66

N = 826142.21

E = 901825.71

N = 825954.38

E = 901756.27

N = 825928.45

R M

.0 W

O R

K P

L A

C-109

.8 (L

.6 (L

.5 (L

.0 (L

.1 (L

.3 (L

.8 (L

.3 (L

.0 (L

BEAGLES ISLAND

DURFEE BAR

.8 (L

.4 (L

.1 (L

SALT LAKE TOWHEAD

SALT LAKE CHUTE

.0 (L

.8 (L

.5 (L

.0 (L

.7 (L

.6 (L ) D

.3 (L

.2 (L

.5 (R

D A

N B

Y L

A N

.3 (R

.4 (R

LEE ISLAND

AMES TOWHEAD

P E N

E N

A R

Y P

L O

A L O

S A

L T L

A K

E C

H U

T E

.6 (L

.0 (L (P

E = 902398.00

N = 823589.64

E = 901979.91

N = 823878.45

.3 (L

.1 (L

.0 (L

.0 (L (P

DIKE 138.1 L TO ELEVATION 350 FT.

EXCAVATE A 175 FT NOTCH IN

PILE DIKE 137.0 L TO THE RIVER BED.

EXCAVATE A 75 FT NOTCH IN

IN DIKE 137.0 LTO THE RIVER BED.

EXCAVATE A 100 FT NOTCH

75 FT LONG

ON THE LAND SIDE OF DURFEE BAR AND IS

BAR AND IS 145 FT LONG, THE SECOND IS

NOTCH IS ON THE RIVER SIDE OF DURFEE

139.3 L TO THE RIVER BED. THE FIRST

EXCAVATE TWO SEPARATE NOTCHES IN DIKE

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

C2C1

RM 132.5 R WORK PLAN

0 200' 400' 0 200' 400'SCALE 1" = 200'SCALE 1" = 200'

RM 133.0 - 128.0 WORK PLAN

RM 131.0 - 129.9 R WORK PLAN

E = 927794.16

N = 806377.27

E = 925750.89

N = 808219.30

E = 925883.23

N = 808367.31E = 921005.66

N = 812319.80

E = 920899.73

N = 812253.59

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

E R M

R M

.0 W

O R

K P

L A

C-110

SCHMIDTS ISLAND

TURKEY ISLAND

F O

R T C

H A

R T

R E S L

A N

.2 (L

W E

.0 R

W E

.9 R

W E

.8 R

W E

.7 R

ESTABLISHMENT ISLAND

SCHMIDTS ISLAND

TURKEY ISLAND

ESTABLISHMENT CHUTE

F O

R T C

H A

R T

R E S L

A N

E .3 (R

.5 (L

.4 (L

.0 (L

DIK

E 1

29.

9(L

.6 (L

.8 (L

.6 (L

E .6 (L

.3 (R

E .5 (R

.7 (L

.2 (L

E .3 (R

E .1 (R

C H

E V

R O

.0 (R

C H

E V

R O

.9 (R

.1 (L

W E

WEIR

9.9 (L)

RT CHARTRES BENDW

AY W

EIR SYSTEM

.9 (R

E .6 (R

E = 928957.42

N = 805334.62

E = 928882.43

N = 805339.58

E = 928829.32

N = 805286.42

E = 928857.67

N = 806067.19

E = 928753.54

N = 806087.42

E = 928680.45

N = 806010.55

E = 928675.74

N = 806871.23

E = 928596.41

N = 806832.79

E = 930293.99

N = 801265.81

E = 930151.91

N = 801492.76

E = 922721.76

N = 810495.33

E = 922356.15

N = 810706.42

C H E V R

O N .0 (R

C H E

V R

O N .9 (R

.5 (R

DIK

E 1

32.

65(

R) D

.5 (R

E .6 (R

E .3 (R

WEIR

0.0 (L

WEIR

9.9 (L)

E = 927964.13

N = 806484.43

CHANNEL ENHANCEMENT DIKE (SCED) 132.65 R.

THE PROPOSED ALLIGNMENT OF SIDE

ELEVATION 355 AND DEPOSIT STONE ALONG

FINISH EXCAVATING 120 FT NOTCH TO

BANKLINE IMMIDIATLY DOWNSTREAM OF DIKE 131.0 R

AND DEPOSIT STONE ALONG THE RIGHT DESCENDING

FINISH EXCAVATING 195 FT NOTCH TO ELEVATION 354

CREATING A ROCK RIFFLE.

AND DRAG THE STONE DOWNSTREAM INTO SCOUR HOLE

EXCAVATE 200 FT NOTCH IN DIKE 130.2 R TO ELEVATION 354

OF DIKE 130.2 R TO ELEVATION 370 FT.

RESTORE 110 FT OF THE RIVERSIDE END

CHEVRON 130.0 R TO ELEVATION 370 FT.

RESTORE 310 FT OF THE HEAD OF

CHEVRON 129.9 R TO ELEVATION 370 FT.

RESTORE 230 FT OF THE HEAD OF

J U

N E

.6 (R

.3 (R

.2 (R

.0 (R

.6 (R

.3 (R

.2 (R

K A

SKIA RIVER

OLD KASK

R I V

E R

K aska s k i a

C h u t e

F A

R M

N D

E L L

R O

V E

L A N

C H

E R

O K

N D

K A S

K A

SKIA RIVER

OLD KASK

R I V

E R

K aska s k i a

C h u t e

F A

R M

N D

E L L

R O

V E

L A N

C H

E R

O K

N D

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d

FLOW

0 200' 400'SCALE 1" = 200'

RM 118.0 - 114.0 WORK PLAN

W P -1

-B -0

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

R M

.0 W

O R

K P

L A

C-111

BEAVER I

SLAND

W E

.2 L)

W E

.1 L

W E

.0 L)

W E

.9 L)

W E

.8 L)

W E

.7 L

W E

.6 L)

W E

.5 L)

W E

.3 (L

W E

.2 (L

W E

.1 (L

E .0 (L

W E

.0 (L

.8 (L

.7 (L

.6 (L

.5 (L

.3 (L

.0 (L

.7 (L

.4 (L

.9 (L

.0 (L

.4 (R

.6 (R

.9 (R

.1 (R

E .3 (R

E D

E .9 (R

DIK

E 1

.1(

DIK

E 1

18.

3(R

E .6 (R ) D

E .5 (R

E .1 (R

E .6 (R

E = 986187.56

N = 777613.80

E = 986146.48

N = 777519.24

E = 987635.81

N = 775060.33

E = 987597.20

N = 775027.51

L O

A L O

B E

A V

E R I S

L A

N D

RM 116.6 - 116.3 WORK PLAN

.6 (R

.3 (R

STRUCTURE TO CREATE A ROCK RIFFLE.

ROCK DOWNSTREAM FROM THE EXISTING

TO ELEVATION 349.0 FT BY DRAGGING THE

EXCAVATE A 100 FT NOTCH IN DIKE 116.6 R

EXCEED ELEVATION 362.0.

OTHER LOW SPOTS ON DIKE 116.3 NOT TO

TO ELEVATION 344.0. RECYCLE STONE INTO

EXCAVATE A 50 FT NOTCH IN DIKE 116.3 R

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

JONES

O F

B O I S

BRU

L E

REEK

R O

C K

CREEK

POTA

B E

N D

E T

U H

S E

N O

LAN

W A

G N

E R

L A

N D

J O

N E S

JONES

O F

B O I S

BRU

L E

REEK

R O

C K

CREEK

POTA

B E

N D

E T

U H

S E

N O

LAN

W A

G N

E R

L A

N D

J O

N E S

T o

C -1 a P

L N .d g n

0 200' 400'SCALE 1" = 200'

RM 96.95 WORK PLAN

FLOW

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-112

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

R M

.0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

96JONES TOWHEAD

LIBERTY BAR

.6 (R

.2 (R

.9 (R

.0 (L

.9 (L

.8 (L

.7 (L

W E

.1 L

W E

.2 L

W E

.3 L

W E

.3 L

W E

.4 L

.5 (R

.0 (R

E .4 (R

E .9 (R

.2 (R )D

.5 (R

E 6.

.8 (R

.9 (R

H .P

.4 (R

H .P

.7 (R

.8 (R

.9 (R

.1 (R

.4 (R

.6 (R

C H

E V

R O

.1 (L

C H

E V

R O

.0 (L

.1 (L

C H

E V

R O

.9 (L

E .9 (R

E 7.

LOWER END OF LIBERTY BAR

ELEVATION 351 FT, TYING INTO THE

RESTORE 200 FT OF DIKE 96.95 R TO

RM 100.0 - 96.0 WORK PLAN

J U

N E

N D

H O

L S

C H

N D

S T

N D

H O

L S

C H

N D

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

FLOW

RM 90.0 - 88.0 WORK PLAN

SCALE 1" = 1000'

C -1

L N .d g n

0 200' 400'SCALE 1" = 200'

RM 89.0 WORK PLAN

FLOW

E = 1082079.50

N = 687762.79

E = 1082025.14

N = 687649.66

E = 1082194.07

N = 687959.35

E = 1082555.99

N = 687756.04

E = 1083846.97

N = 686923.87

E = 1083820.52

N = 686798.98

E = 1105626.11

N = 679276.60

E = 1105422.25

N = 679589.45

RM 87.0 - 83.0 WORK PLAN

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-113

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

R M

.0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

LACOURS ISLAND

.5 (R

C H

E V

R O

.4 (R

C H

E V

R O

.4 (L

.3 (L

C H

E V

R O

.1 (L

.0 (L

.5 (L

.2 (L

.8 (L

.5 (L

F O

U N T A

L U F F B

E N

D W

A Y W

Y S T

H A T

H .P

E .7 (R ) D

E .5 (R

E .2 (R

E .1 (R

E .0 (R

H .P

E .9 (R

E .4 (R

E .0 (R

.3 (L

.0 (L ) D

.7 (L ) D

.5 (L ) D

E .2 (L

E .0 (L ) D

.7 (L

.5 (L ) D

E .2 (L

.9 L

R .5 (L

WEIR

.4 (L)

WEIR

.3 (L)

R .1 (L)

R .0 (L)

W E

.9 L

W E

.8 L

W E

.1 L

C H

E V

R O

.1 (L

.3 (L

.0 (L

0 1000' 2000'

ON CAVING BANKLINE

RESTORE 230 FT OF REVETMENT

DIKE 89.0 L TO ELEVATION 330

EXCAVATE 125 FT NOTCH IN

DIKE 89.3 L TO ELEVATION 330

EXCAVATE 125 FT NOTCH IN

J U

N E

BIG MUDDY RIVER

N E

E L

Y S

C R

E E

H A

N G I N

G D

O G

C R

E E

A W

O R

C R

REEK

CRAW FORD CHUTE

N E

E L

N D

C R

A W

F O

N D

G U

BIG MUDDY RIVER

N E

E L

Y S

C R

E E

H A

N G I N

G D

O G

C R

E E

A W

O R

C R

REEK

CRAW FORD CHUTE

N E

E L

N D

C R

A W

F O

N D

G U

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C2 SCALE 1" = 1000'

C -1

L N .d g n

FLOW

RM 75.0 - 70.0 WORK PLAN

E = 1106696.20

N = 621905.13

E = 1106716.69

N = 622516.94

E = 1110161.60

N = 619683.90

E = 1110148.49

N = 619747.44

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-114

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

R M

.0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

HANGING DOG ISLAND

CRAWFORD TOWHEAD

.9 (R

.3 (R

.7 (R

.0 (R

.2 (R

.3 (R

.3 (L

.1 (L

.8 (L

W E

.4 (L ) D

.3 (L

.0 (L

.6 (L

.1 (L

.9 (L

.7 (L

.4 (R

.1 (R

.7 (L

.4 (L

.9 (L

.4 (L

.1 (L

.2 (L

.4 (L

.6 (L

.8 (L

.2 (L

.3 (L

.5 (L

.3 (R

4 7

0 1000' 2000'

J U

N E

GRAND CHAIN

U N

C L E

N D

GRAND CHAIN

U N

C L E

N D

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

BILLINGS

CHUTE

C O

M M

E R

A N

C O

M M

E R

P H

A D

E L P

BILLINGS

CHUTE

C O

M M

E R

A N

C O

M M

E R

P H

A D

E L P

FLOW

RM 43.0 - 40.0 WORK PLAN

SCALE 1" = 1000'

C -1

L N .d g n

0 200' 400'SCALE 1" = 200'

RM 41.8 WORK PLAN

0 200' 400'SCALE 1" = 200'

RM 32.6 WORK PLAN

E = 1123091.79

N = 494729.67

E = 1122797.49

N = 494616.47

E = 1122716.21

N = 495514.61

E = 1122431.27

N = 495513.36

E = 1147579.56

N = 455885.97

E = 1147355.78

N = 455914.56

E = 1120828.33

N = 500991.98

E = 1120533.34

N = 501388.58

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-115

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

RM 34.0 - 31.0 WORK PLAN

R M

.0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

.0 (R

.2 (R

.6 (R

.8 (R

.0 (R

.4 (R

.6 (R

.7 (R

.9 (R

.1 (R

.0 (L

.4 (L

.6 (L

.4 (L

.7 (L

.3 (L

.5 (L

.8 (L

GRIFFITH ISLAND

HINTON ISLAND

BILLINGS ISLAND

ANITA TOWHEAD

.6 (L

.2 (L

.1 (L

.1 (R

.8 (R

E .0 (R (P

.2 (R

C H

E V

R O

N .4 (R

C H

E V

R O

.6 (R

C H

E V

R O

.8 (R

.3 (R

E .0 (R

E .8 (L

.6 (L

E .9 (L

E .0 (L

E .2 (L

.1 (L

.2 (L

.4 (L

H .P

.5 (L

0 1000' 2000'

FT NOTCH REMAINS.

321 FT. ENSURE THAT THE 85

OF DIKE 41.7 R TO ELEVATION

RESTORE 300 FT OF THE END

NOTCH REMAINS.

ELEVATION 321 FT. ENSURE THAT THE 50 FT

RESTORE 250 FT OF DIKE 41.9 R TO

NOTCH TO BEDELEVATION

LOWER EXISTING 225 FT

J U

N E

E N

THOM

PSON

CHUTE

B R

O W

U T

H B

E N

THOM

PSON

CHUTE

B R

O W

U T

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

C -1

L N .d g n

E = 1180333.80

N = 436122.87

E = 1180159.21

N = 436308.37

E = 1176075.39

N = 439241.40

E = 1175949.19

N = 439304.49

E = 1168248.08

N = 443779.00

E = 1168196.42

N = 443832.38

E = 1168067.29

N = 443971.85

E = 1168010.47

N = 444042.44

RM 22.0 - 16.0 WORK PLAN

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-116

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

R M

.0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S C

U D

W H

E A

W E

KE 2

1.7 (L)

KE 2

1.9 (L)

CHEVRON 2

1.8 (L)

DIK

E 2

2.2 (L)

KE 2

2.1 (L)

E 22.3(L)

WEIR

.45 (R

DIK

E 2

1.1 (L)

DIK

E 2

1.4 (L)

T H

O M

P S

O N B

A F F L E

T H

O M

P S

O N B

A F F L E

DIK

E 2

0.5 (L

.1 (R

.6 (R

.7 (R

.4 (R

.5 (R

.4 (R

DIK

E 1

6.8 (L)

WEIR 1

6.8 (L

E .9 (L

R .9 (L

W E

.0 L

W E

.1 L

WEIR

16.7 (L)

W E

.1 L

W E

.3 L

W E

.2 L

SCUDDER'S BEND W

EIR SYSTEM

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

BOSTON C HUTE

A B

P O

BOSTON C HUTE

A B

P O

C -1

L N .d g n

RM 8.7 WORK PLANRM 11.0 - 8.0 WORK PLAN

E = 1187726.56

N = 441687.33

E = 1187630.13

N = 441895.90

E = 1192154.31

N = 439663.41

E = 1192056.66

N = 439552.59

W P -1

-B -0

A N

S I

W A

L L

A C

E D L

A M

W A

L L

A C

E P .E

F Y

P I

E R

D L

A M

C-117

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

R M

.0 .0 W

O R

K P

L A

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

0 200' 400'SCALE 1" = 200'

.9 (L

.8 (L

.7 (L

.6 (L

.4 (L

.2 (L

.8 (L

.6 (L ) D

.3 (L

.3 (L (P

.1 (L

E .8 (L

E .4 (L

E .2 (L

E .7 (L

E .3 (L

E .2

E .2 (L

E .0 (L

E .9 (L

E .5 (L

E .4 (L

E .0 (L

E .8 (L

E .4 (L

E .6 (L

E .3 (L

W E

ELIZA POINT WEIRS

E .7 (R

E .4 (R

E .5 (R

E .6 (R

E .7 (R

E .9 (R

.0 (R

.1 (R

BOSTON C HUTE

BOSTON BAR

RIVERSIDE LEG OF DIKE 8.7 L.

ELEVATION, NOT TO EXCEED 298 FT, ON

EXCAVATED MATERIAL AT A UNIFORM

4+12 DOWN TO ELEVATION 284 FT. PLACE ALL

NOTCH DIKE 8.7 L FROM STA 4+62 TO STA

J U

N E

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

2 3

4 5

M A

R K

A P

P R

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

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

REF SECTION 32 22 73

GRADED A-STONE

DIKE DESIGN EL

REF SECTION 32 22 73

GRADED A-STONE

EXISTING BANKLINE

ELEVATION WHICHEVER IS LOWER

HIGH BANK - OR REVETMENT DESIGN

REF SECTION 32 22 73

GRADED A-STONE

WHICHEVER IS LOWER

OR REVETMENT DESIGN ELEVATION,

REVETMENT LIMIT - TOP OF HIGH BANK

DESIGN ELEVATION, WHICHEVER IS LOWER

REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT

REVETMENT

ELEVATION. WHICHEVER IS LOWER.

TOP OF HIGH BANK, OR REVETMENT DESIGN

DIKE CENTERLINE

REF SECTION 32 22 73

GRADED A-STONE

DESIGN ELEVATION, WHICHEVER IS LOWER

REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT

REF SECTION 32 22 73

GRADED A-STONE

REF SECTION 32 22 73

GRADED C-STONE

P -1

-B -0

C-301

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D L

A M

1.5

TYPICAL DIKE SECTION

SCALE: NTS

EXISTING GRADE

1.5

A1 SCALE: NTS

1.5

DIKE DESIGN LENGTH

TYPICAL DIKE PROFILE

SCALE: NTS

HIGH BANK

SLOPE VARIES

TYPICAL REVETMENT SECTION - STONE BLANKET

SCALE: NTS

SLOPE VARIES

HIGH BANK

1.5

TYPICAL REVETMENT SECTION - CAVING BANK

SCALE: NTS

F L

O W

TYPICAL DIKE PLAN

SCALE: NTS

B A

N K

EXISTING GRADE

A L S

E C

-3

Y P .d

W A

L L

A C

E P .E

W A

L L

A C

F Y

P I

E R

D L

A M

O P

E R

A T

N A

N D M

T E

N A

N C

E R M

SLOPE VARIES

HIGH BANK

1.5

EXISTING GRADE

75'

TYPICAL GRADUAL SLOPED REVETMENT SECTION

J U

N E

COVER SHEET

PROJECT LOCATION & VICINITY MAP

INDEX AND GENERAL NOTES

RM 294.0 - 277

RM 267.0 - 262

RM 263.0 - 224

RM 217.0 - 196

RM 188.0 - 158

RM 150.0 - 146

DIKES 147.6, 147.55, AND 147

RM 147.0 - 142

RM 140.0 - 136

RM 133.0 - 128

RM 118.0 - 114

RM 104.0 - 96

RM 87.0 - 83

RM 73.0 - 65

RM 43.0 - 31

RM 28.0 - 17

RM 17.0 - 8

TYPICAL SECTIONS

File details come from the government source that posted it.