Solicitation - Attachment 3 - Plans - OM Dogtooth Phase7.pdf

PDF 9 MB Posted Jun 13, 2023

Attached to: Construction & Maintenance of River Structures for Mississippi River Miles 300-0 and Illinois River Miles 82-0
Solicitation number: W912P923B0003
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

About this file

Written by GovTribe AI · Dec 31, 2023

This document provides details for a solicitation for a construction and maintenance contract for river structures on the Upper Mississippi River miles 300 to 0 and Illinois River miles 82 to 0. The U.S. Army Corps of Engineers, St. Louis District, is seeking construction services through an indefinite delivery, indefinite quantity, single award task order contract with a five-year ordering period. The contract will be firm-fixed-price. The solicitation requires construction and maintenance of river training structures to support navigation and environmental features to mitigate impacts of navigation. Submittals are due based on the requirements in the attachments.

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Other files

File	Type	Posted
Solicitation W912P923B0003 - Amendment 0003.pdf	PDF	Jun 22, 2023
Solicitation W912P923B0003 - Amendment 0002.pdf	PDF	Jun 21, 2023
Solicitation W912P923B0003 - Amendment 0001.pdf	PDF	Jun 13, 2023
Solicitation - Attachment 4 - Plans - NESP-ER Alton and Twin.pdf	PDF	Jun 13, 2023
Solicitation - Attachment 5 - Plans - Island Creation.pdf	PDF	Jun 13, 2023
Solicitation - Attachment 1 - Specifications.pdf	PDF	Jun 6, 2023
Solicitation W912P923B0003.pdf	PDF	Jun 6, 2023
Solicitation - Attachment 2 - DOD Checklist for Reviewing Subcontracting Plans.pdf	PDF	Jun 6, 2023

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®of Engineers

US Army Corps

St. Louis District of Engineers

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FY 2023

MISSISSIPPI RIVER BASIN

JUNE 2023

CONTRACT: W912P9-##-X-####

W912P9-23-B-0003SOLICITATION:

OPERATION AND MAINTENANCE

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BEND PHASE 7

REGULATING WORKS - DOGTOOTH

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1" = 1000'

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1:12,000

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G-002

L O

C A

N A

N D

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MISSOURI

ILLINOIS

KASKASKIA RIVER

ILLINOIS RIVER

CHAIN OF ROCKS CANAL

L&D 22

MRM 300

L&D 24

L&D 25

MEL PRICE L&D

MRM 195

MRM 98.6

MRM 0

L&D 25

C-101

C-102

C-103

C-104

C-105 C-106

C-107

C-108

C-109

C-110

C-111

C-112

C-113

C-114

C-115

C-116

C-117

C-118

C-119

C-120

C-121

C-122

C-123

C-124

C-125

C-126

C-127

C-128

LEGEND

DISTRICT BOUNDARIES

L/D

SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

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UIVR

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CAPE BEND BENDWAY WEIR SYSTEM

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WEIR 5.7 L

WEIR 5.8 L

EIR 6.0 L

EIR 6.1 L

WEIR 6.2 L

WEIR 6.4 L

WEIR 6

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WEIR 6.7 L

DIKE 6.8 L

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WEIR 6.35 L

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DIKE 42.

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DIKE 43.6 R

DIKE 43.9 R

DIKE 44.2 R

DIKE 44 .5 R

DIKE 44.7 R

DIKE 44.9 R

H.P. 45.3 R

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DIKE 59.0 R

DIKE 59.3 R

DIKE 59.5 R

DIKE 59.6 R

DIKE 59.8 R

DIKE 60.0 R

DIKE 60.2 R

DIKE 60.45 R

DIKE 60.6 R

DIKE 60.8 R

DIKE 61.0 R

DIKE 61.3 R

DIKE 61.5 R

DIKE 59.6 RC

DIKE 61.9 R

DIKE 62.2 R

DIKE 62.5 R

DIKE 62.8

DIKE 63.1 R

DIKE 63.4 R

DIK

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DIKE 75.3 R

DIKE 75.5 R

79.3 R

WEIR 82.4 R

WEIR 82.5 R

H.P . 8

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H.P . 8

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H.P . 8

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H.P . 8

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WEIR

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DIKE 94

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RDIKE 94

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WEIR 94.6 R

DIKE 94.6 R

WEIR

94.8 R

H.P . 94 .80

H.P . 94 .95

H.P.

95.05

H.P. 9

5.3 R

H.P. 9

5.55 R

6.15 R

5.9 R

H.P. 95.4 R

H.P. 95.7 R

DIKE 95.8

H.P.

96.0 R

DIKE 96.9 R

DIKE 96.8 R

DIKE 96.6 RDIKE 96.5 R

DIKE 96.2 R

DIKE 97.0 R

KE 9

7.5 R

.4 R

E .9 R

E 9.

E .6 R

E .8 R

E .9 R

E .1 R

E .4 R

E .6 R

E .7 R

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E .2

E .4

E .6 R

E .8 R

E .0 R

E .2 R

E .4 R

CHEVRON

C H

EVR

O N .0 R

E .0 R

C H E

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E .7 R

E .0 R

E .2 R

E .5 R

E .6 R

E .7 R

E .8 R

E .9 R

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E .1 R

.2 R

.4 R

.5 R

.7 R

.8 R

.2 R

.4 R

.5 R

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E .0 R

E .2 R

E .4

E .5 R

E .7 R

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E .4 R

E .5 R

E .9 R

E .0 R

E .1 R

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E .3

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KE 1

DIKE 11

3.1 R

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E .2 R

E .4 R

E .5

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C H E

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48.8 5 R

DIK

E 1

49.3 R

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DIKE 150

.0 R

DIKE 150

.2 R

DIKE 150

.4 R

DIKE 150

.5 R

DIKE 150

.6 R

DIKE 15

1.3 R

DIKE 15

1.5 R

DIKE 15

1.8 R

DIKE 153.1 R

DIKE 153.25 R

DIKE 153.5 R

DIKE 153.7 R

DIKE 154.0 R

DIKE 157.3 R

DIKE 157.7 R

DIKE 158.1 R

DIKE 158.9 R

DIKE 159.1 R

DIKE 159.3 R

DIKE 159.7 R

DIKE 159.8 R

IKE 160.60 R

161.1 R

E .7 R

E .0 R

IKE 164.7 R

DIKE 164.9 R

DIKE 165.1 R

DIKE 165.3 R

DIKE 165.5 R

DIKE 165.7 R

DIKE 165.9 R

DIKE 166.1 R

DIKE 166.2 R

DIKE 166.4 R

H A

R B

O R W

S F

EIR 172.30 R

EIR 172.45 R

EIR 172.6 R

EIR 172.75 R

EIR 174.0 R

EIR 174.2 R

EIR 174.35 R

EIR 174.5 R

EIR 174.65 R

CHEVRON 18

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CHEVRON 18

2.75 R

CHEVRON 18

2.9

DIK

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DIKE 186.3 L

DIKE 187.0 L

E .5 L

HOMER DIKE 190.3 R

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H.P. 193.9 R

H.P. 194.0 R

H.P. 194.4 R

H.P. 194.5 R

H.P. 194.6 R

H.P. 194.7 R

H.P. 194.8 R

H.P. 194.9 R

H.P. 195.0 R

DIKE 0.06 R (KC DIST)

DIKE 0.07 R (KC DIST)

DIKE 0.08 R (KC DIST)

DIKE 0.40 R (KC DIST)

DIKE 0.35 R (KC DIST)

DIKE 0.15 R (KC DIST)

PILE DIKE 0.00 R (KC DIST)

PILE DIKE -0.10 R (KC DIST)

E .3 L

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B U L L N

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ISLAND NO. 461

P H

A R R S

L A N

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S O

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L A

N D

ILLO

ISLAND

ILLO

BAR

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L A

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SAND BAR ISLAND

BAY ISLAND

D U

C H

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L A

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(ISLAND NO. 452)

COTTONWOOD ISLAND

ATLAS ISLAND

(IS

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D E N

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DRIFT ISLAND

(IS

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DIKE 4.9 L

DIKE 5.1 L

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DIKE 31.6 L

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E .4 L

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2.3 L

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2.5 L

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DIKE 50.7 L

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DIKE 49.7

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L A

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DIKE 50.5 L

DIKE 51.4 L

DIKE 51.8 L

DIK

E 52

.1 L

DIK

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.3 L

DIKE 52.6 L

DIKE 53.0 L

E DIKE 53.0 L

.8 L

C A P

E R

O C

K B

E N

D W

A Y W

Y S

T E

E .3 L

IKE 55.2 L

55.4 L

W E

.8 L

W E

.0 L

W E

.2 L

DEVILS ISLAND

PICAYUNE BENDWAY WEIRS

.3 L

W E

.3 L

.4 L

.6 L

W E

.6 L

.7 L

W E

.7 L

W E

.9 L

W E

.0 L

W E

.1 L

E .2 L

W E

.3 L

.4 L

W E

.5 L

W E

.7 L

W E

.8 L

DIKE 58.7 L

DIKE 58.5 L

IKE 58.2 L

DIKE 58.2 L (PILE)

DIKE 57.75 L

DIKE 57.7 LDIKE 57.8 L

E .0 L

E .4 L

.0 R

DIKE 58.8 L

S W

T S

U R

E T

O W

H E

A D

D U

S K

Y B

A R

DIKE 60.5 L

DIKE 60.7 L

DIK

E 61

.0 L

TOE D

IKE 61

.1 L

DIK

E 61

.1 L

DIK

E 61

.3 L

DIK

E 61

.5 L

DIK

E 61

.7 L

DIKE 61

.8 L

DIK

E 62

.0 L

DIK

E 62

.2 L

DIK

E 6

2.5 L

DIK

E 6

2.7 L

DIK

E 6

2.9 L

DIK

E 6

3.0 L

KE 6

3.5 L

PILE DIKE 61.5R

DIK

E 6

3.6 L

KE 6

3.9 L

.0 L

E 4.

E 5.

L D

E 5.

E 6.

V A

N C

L T O

W H E

A D

E 6.

E 7.

E .3 L

E 8.

E 9.

E .5 L

.8 L

R .0 L

R .1 L

.1 L

R .2

R .3 L

.3 L

R .4 L

DIK

E 7

0.6 L

H A

N G

G D

O G

L A

N D

E .0 L

E .3 L

E .4 L

E 1.

E .1 L

DIKE 72.45 L

E .4 L

.7 L

E .9 L

.4 L

.65 L

DIK

E 73

.9 L

CRAWFORD TOWHEAD

DIK

E 7

4.1 L

KE 7

4.2 L

DIK

E 7

4.4 L

KE 7

4.6 L

DIKE 74.8 L

DIK

E 7

5.2 L

DIKE 75.3 L

DIKE 75.5 L

DIKE 75.8 L

DIKE 76.1 L

DIKE 76.5 L

DIKE 77.0 L

DIKE 77.2 L

DIKE 77.4 L

DIKE 77.6 L

77.9 L

78.1 L

DIKE 78.15 L

DIK

E 7

9.2 L

DIK

E 7

9.3 L

DIK

E 7

9.5 L

T O

W E

R R

O C

DIKE 81.8 L

DIKE 81.85 L

CHEVRON 81.9 L

WEIR 83.0 L

WEIR 83.1 L

WEIR 83.3 L

WEIR 83.4 L

WEIR 83.5 L

WEIR 83.6 L

WEIR 83.7 L

WEIR 83.8 L

WEIR 83.9

WEIR 8

4.1 L

.9 L

.2 L

.5 L

.7 L

.0 L

.2 L

.5 L

.7 L

HAT ISLAND

LACOURS ISLAND

.0 L

.3 L

.5 L

.8 L

.2 L

.5 L

.0 L

C H

E V

R O

.1 L

.3 L

C H

E V

R O

ILKINSO

N ISLAND

E .6

E .8

E .0 L

E .3 L

E .6

E .0 L

E .1

E .2 L

94.5 L

DIKE 94.4 L

.7 L

DIKE 94.6 L

DIKE 94.8 L

DIKE 95.2 L

DIKE 95.3 L

J O

N E

S T

O W

H E

A D

E R T Y B

A R

E .7 L

E 7.

L D

E 7.

LIB

E R

TY IS

R O

C K

W O

O D

E .9 L

C H E

V R

O N .9 L

E .1 L

C H E

V R

O N .0 L

C H E

V R

O N .1 L

E .4 L

E .1 L

E .2 L

E .4 L

E .8 L

E .2 L

R .2 L

.5 L

E .6 L

E .8 L

C R

AIN

S ISLAN

E .6 L

BELLE OF MEMPHIS TOWHEAD

.5 L

.2 L

.9 L

E D

HORSE ISLAND

E .1

E .4 L

E .8 L

E .2 L

E .5 L

E .8 L

E .2

E .5 L

KASKASKIA

LAND

BEAVER ISLAND

L D

L W

R .0 L

R .1 L

R .2 L

R .3 L

R .5

.6 L

W E

.8 L

W E

.0 L

W E

L K

A S K A S K

IA B

E N

D B

E N

D W

Y S

.5 L

M O

N D

E .0 L

E .2 L

E .5

E .7 L

.1 L

E .6 L

E .7 L

E .2 L

. G

E N E V

V E

.8 L

.0 L

E .0 L

E .2 L

E .4

E .6 L

E .9 L

E .0 L

E .2

.5 L

.7 L

.9 L

BAU

STAR

K TO

EAD

.2 L

.3 L

.4 L

.6 L

.1 L

TURKEY ISLAND

F O

R T C

H A

R T

R E S B

E N

D W

A Y W

Y S

T E

R .9 L

L W

R .0 L

R .2 L

R .4 L

R .6 L

R .7 L

R .9 L

R .0 L

S C

H M

T S

L A N

E S

LIS

H M

E N T

.6 L

.0 L

.3 L

.7 L

.0 L

E .3 L

FORT CHARTRES ISLAND

E .6 L

E .8 L

E .9 L

E .2 L

E .3 L

E .6 L

E .7 L

E .0 L

E .5 L

S A

LT LA

K E

W H E A D

A M

E S T

O W

H E A D

E .8 L

E .0 L

E .1 L

E .4 L

L E E

L A N

D U R

E B

A R

B E

A G

L E S

L A

N D

E .0 L

E .3 L

LDI

R U S

L A

N D

E .4 L

E .8 L

E .0 L

E .1 L

E .2 L

ISLAN

(PER

Y TO

W H

EAD

E .4 L

E .6 L

.8 L

.0 L

E .3 L

E .5 L

.6 L

.7 L

.0 L

E .4 L

MICHAELS TOW

HEAD

E .3 L

.9 L

E .1 L

E .2 L

E .2

E .3 L

E .4 L

E .7 L

E .8 L

E .0 L

E .1 L

E .3 L

E .1 L

C A

L A

N D

DIKE 150.

0 L

DIKE 150.

3 L

DIKE 150.

7 L

DIKE 151

.0 L

DIK

E 1

51.

1 L

DIK

E 1

51.

3 L

DIKE 15

1.5 L

DIKE 15

1.8 L

DIKE 152.1 L

DIKE 152.2

DIK

E 1

52.5 L

DIKE 152.8 L

DIKE 153.0 L

DIKE 153.1 L

DIKE 153.3 L

DIKE 153.6 L

DIKE 153.7 L

DIKE 153.9 L

DIKE 154.1 L

F O

S T

E R

L A

N D (M

S N

E R

L A

N D

DIKE 154.4 L

DIKE 154.6 L

DIKE 154.9 L

DIKE 155.3 L

DIKE 155.6 L

DIKE 156.0 L

DIKE 156.3 L

DIKE 156.7 L

DIKE 156.9 L

DIKE 157.1 L

DIKE 157.3 L

DIKE 157.8 L

DIKE 158.0 L

DIKE 158.1 L

DIKE 158.3 L

DIKE 158.6 L

DIKE 158.9 L

DIKE 159.2 L

DIKE 159.5 L

DIKE 159.7 L

CHEVRON 159.9 L

DIKE 159.9 L

CHEVRON 160.0 L

DIKE 160.0 L

CHEVRON 160.3 L

DIKE 160.3 L

C H

E S

L E

L A

N D

160.6 L

160.9 L

161.1 L

161.5 L

IKE 161.9 L

IKE 162.1 L

162.3 L

C H

E V

162.4 L

C H

E V

R O

162.5 L

C H

V R

162.6 L

C H E V R

O N

2.8 L

E .0 L

E .3 L

W E

.3 L

W E

.4 L

E .5 L

B E A R

W E

.5 L

E .6 L

W E

.7 L

W E

.8 L

E .9 L

W E

.0 L

164.1 L

R Y

N D

G W

DIKE 164.25 L

DIKE 164.5 L

DIKE 164.7 L

DIKE 164.75 L

DIKE 164.8 L

DIKE 164.85 L

DIKE 164.9 L

DIKE 165.9 L

DIKE 166.2 L

DIKE 166.4 L

DIKE 166.6 L

DIKE 167.5 L

DIKE 167.7 L

C A

R R

O L L

L A

N D

DIKE 168.5 L

DIKE 168.6 L

DIKE 168.8 L

DIKE 169.45 L

DIKE 170.0 L

DIKE 170.2 L

DIKE 170.4 L

DIKE 170.9 L

A R S E

N A L

L A

N D

IKE 173.4 L

DIKE 174.5 L

175.3 L

175.6 L

E .9 L

.3 L

E .7 L

IKE 177.2 L

DIKE 177.8 L

DIKE 178.4 L

DIKE 178.5 L

WEIR 179.6 L

WEIR 179.8 L

WEIR 179.9 L

DIKE 181.7 L

DIKE 181

.85 L

DIK

E 18

2.05 L

DIK

E 18

2.1 L

DIK

E 1

82.3 L

DIK

E 18

2.9 L

K E

R R

L A

N D

DIK

E 1

IKE 187.6 L

E .6 L

G A

B A

R E

L A

N D

M O

S E

N T

H E

L A

N D

DIKE 189.3 L

DIKE 189.6 L

WILSON ISLAND

C H

O U

TEAU

ISLAN

M O

S E

N T

N R

E A

C H C

O N

F L

U E

N C

E W

WEIR 194.0 L

WEIR 194.1 L

WEIR 194.3 L

WEIR 194.5 L

WEIR 194.7 L

WEIR 194.8 L

WEIR 194.9 L

WEIR 195.0 L

D U

C K

L A

N D

M O

L A

N D

APLE ISLAND

E .0 L

S K

Y IS

ELLIS ISLAND

E .0 L

DRESSER ISLAND

.2 L

.0 L

.2 L

.3 L

.6 L

.0 L

.3 L

.7 L

.3 L

.5 L

.9 L

.3 L

PIASA ISLAND

EL PR

E LO

C K & D

EAGLES NEST ISLAND

PORTAGE ISLAND

LLN

SE D

IKE 213.9 R

ELSAH BAR

SLIM ISLAND

DIKE 21

8.2 L

ISLAND N

O. 5

E .3 L

E .5 L

E .2 L D

E .8 L

MASON

LAND

NO.

P E R R

E .7 L

W -D

E .0 L

S Q

U A

W I S L A

N D

E .3 L

E .4 L

L A

N D N

E N

T E

R P

E I S

L A

N D

L A

N D N

A I S

L A

N D

B O

E R I S L A

N D

DARDENNE

LAND

E .4 L

.6 L

.9 L

.8 R

.4 R

.1 R

.5 R

APPLE ISLAND

.1 R

.4 R

.6 R

.8 R

.0 R

.1 R

O BRANCH ISLAND

N D N

O . 50

P E R

U Q

U E

D S

W E

D E

L A

N D

E .2 L

E .5 L

E .8 L

E .0 L

E .4 R

E .6 R

B U

N O S E D

E .0 R

M A

R T

O W

H E

A D

H A T

L A

N D

5.4 L

DIK

E 2

DIK

E 2

36.

3 L

DIK

E 2

36.

6 L

DIK

E 23

6.9 L

DIK

E 23

7.3 L

T U

R K

E Y

L A

N D

C U

R E

L A

N D

DIK

E 2

37.

4 R

DIK

E 2

37.

6 R

DIK

E 2

37.

8 R

DIKE 238.2 R

M A P L E

L A

N D

B R

A D

L E

L A

N D

CHEVRON

DIK

E 2

43.

7 LCHEVRON 2

43.

7 L

DIK

E 2

43.

9 L

KE 2

DIK

E 2

43.

5 R

CHEVRON 2

43.

5 R

DIK

E 2

43.

8 R

DIK

E 2

44.

0 R

S A

N D

L A

N D

T U

R N

E R

L A

N D

R O

L A

N D

DIKE 245.2 L

J-HOOK 245.4 L

DIKE 245.2 L

J-HOOK 245.5 L

J-HOOK 245.7 L

DIKE 245.7 L

DIKE 246.0 L

DIKE 246.2 L

DIKE 245.

0 R

DIKE 246.3 R

DIKE 246.4 R

BULLNOSE DIKE 246.5 R

DIKE 246.5 R

DIKE 246.7 R

IKE 246.9 R

IKE 247.1 R

IKE 247.2 R

DIKE 247.6 R

DIKE 247.7 R

DIKE 247.9 R

H A

U S

G E

L A

N D

L A

R G

E S

T A

L A

N D

K E

E T

O N

L A

N D

S T

A G

L A

N D

C A

M P

B E L L S

L A

N D

DIKE 248.4 R

DIKE 248.5 R

DIKE 248.7 R

DIKE 248.8 R

DIKE 248.9 R

DIKE 249.2 R

BULLNOSE DIKE 249.3 R

DIKE 249.4 R

C H

EVR

O N

248.1 L

IKE 248.2 L

M A P

L E

L A

N D

CHEVRON

0.1 L

KE 2

0.5 L

0.8 L

1.1 L

S T E R L

L A

N D

S C

H W

A N

L A

N D

E A

G L E

L A

N D

F O

U R A

C R

L A

N D

DIKE 253.

2 R

DIKE 253.1 L

DIKE 253.5 L

DIKE 253.8 L

K A

P O

L A

N D

W E

S T P

O R

L A

N D

DIK

E 2

54.5 R

DIKE 254

.6 R

DIKE 255

.1 R

DIKE 255

.3 R

DIKE 255

.6 R

MRS 255.7 L

DIKE 255.7 L

K E

L L Y

L A

N D

DIKE 256.5 L

MRS 256.8 L

DIKE 256.8 L

DIK

E 2

57.

2 L

MRS 2

57.

2 L

MRS 2

57.

4 L

DIK

E 2

57.

4 L

DIKE 257.6 R

DIK

E 2

7.7 R

WEIR 258.3 L

WEIR 258.4 L

DIKE 258.0 R

DIK

E 2

58.3 R

DIK

E 2

58.6 R

DIK

E 2

M O

L A

N D

ISLAND

H O

W A

R D

L A

N D

L A

N D N

O . 4

1.4 L

1.7 L

DIK

E 26

1.2 R

E .4 R

B U L L N

O S E .4 R

E .6 R

E .8 R

L O

W B

A R

M c C

O Y

L A

N D

D E L T

O W

H E

A D

A N

D N

O . 4

.5 L

E .6 R

C H

E V

R O

.1 R

.2 R

E .9 R

M R S .7 L

C H

E V

R O

.8 R

C H

E V

R O

.0 R

C O

O N

E 7.

E .3 L

E .8 L

E .9

E .1

E .2 R

B U L L N

O S E .0 R

E .3 R

R O

L D

E .4 L

E .0 L

C H

E V

R O

N .4 L

EAGLE ISLAND

CLARKSVILLE ISLANDISLAND NO

. 464

IKE 270.6 L

E .2 L

E 2.

E .9 L

E .5 L

E .8 L

C H

E V

R O

.2 R

E .9 R

LETO

ISLAN

DIK

E 2

75.3 L

BUFFALO ISLAND

E .7

E .9 L

E .4 L

E .7 L

.7 R

.9 R

.2 R

B L

A C

K B

U R

L A

N D

A N

G L E

L A

N D

DIK

E 2

85.4 R

5.8 R

6.5 R

DIK

E 2

86.

0 L

E .5 L

.8 L

BLACKBIRD ISLAND

BULLNOSE DIKE 292.1 R

C H

E V

R O

.2 L

S L

L A

N D

(IS

L A

N D N

O . 4

DIK

E 2

95.

7 R

E .0 R

.0 L

.9 L

.1 R

.4 R

.6 R

E .0 L

E .3 L

L A

N D

T W

E L V

E M

L A

N D

H E

L M

B O

L D

L A

N D

M O

R T

L A

N D

L A

N D

M O

N D

L A

N D

H U

R R

A N

L A

N D

C R

A T

E R

L A

N D

L O

L A

N D

T W

L A

N D

H E

L A

N D

S P

A R

L A

N D

L A

N D

B R

G E

L A

N D

V A

N G

E S

O N

L A

N D

B U

C K

H O

R N

L A

N D

M C E

V E

R 'S

L A

N D

L U

L A

N D

PRICE'S BENDWAY WEIR SYSTEM

E D

E 5.

.8 R

PIL

E D

IKE 2

28.

4 R

GOSLINE ISLAND

W E

.4 L

E D

E .2 L

2.6 L

R .3 L

PILE D

IKE 150.

7 L

DIKE 187.7 (LC)

DIKE 187.8 (LC)

DIKE 188.2 (LC)

DIKE 188.4 (LC)

DIKE 188.6 (LC)

E .7 R

E .3 L

E .1 R

E .4 R

E .3 R

.4 R

E .0 R

E .8 R

E .1 R

DIK

E 2

DIK

E 2

DIK

E 2

93.

4 L

.6 L

H.P. 95.2 R

E D

E .8 L

E .0 L

.6 L

E .1 L

E D

E .0 L

E .6 L

E .4 L

E .8 L

DIKE 167.4 L

DIKE 167.12 L

DIKE 167.1 L

DIKE 166.85 L

DIK

E 1

84.

4 L

DIKE 188.5 L

E .2 L

.0 L

.8 L

.4 L

DIK

E 2

56.

7 L

DIKE 256.3 L

B U

L L

N O

S E

.1 L

E .5 L

E .0 L

E .6 L

E .7 L

E .0 L

6.3 L

DIKE 28

6.6 L

C H

E V

R O

.6 L

.3 L

C H

E V

R O

.3 L

E 2.

G R

A N

D T

O W

E R

L A

N D

E .0 R

PILE DIKE 60.8 R

FOUNTAIN BLUFF BENDWAY WEIR SYSTEM

G O

O S E

L A

N D T

O W

H E

A D

F15

VICINITY MAP

SCALE: NTS

0 50,000' 100,000' A1

RM 300 - 0 WORK PLAN

SCALE : 1" = 50,000'

LEVEL

X-###

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

SECTION / DETAIL LOCATION DESIGNATION

ELEVATION / DETAIL LOCATION DESIGNATION

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

INDICATES PLAN NORTH

INDICATES TRUE NORTH

DRAWING / DETAIL LIMITS

DETAIL LOCATION DESIGNATION

WHERE (DRAWN) SHOWN

SHEET NUMBER DESIGNATION

DRAWING / DETAIL LOCATION DESIGNATION

DRAWING SCALE

NOTE

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

EARTH

GENERAL

INDEX OF DRAWINGS

TITLESHT

CIVIL

G-001

G-003

G-002

INDEX, SYMBOLS, AND GENERAL NOTES

COVER SHEET

C-101

C-102

C-103

C-104

LOCATION AND VICINITY MAP

RM 272 - 267 WORK PLAN

RM 265 - 260 WORK PLAN

RM 239 - 234 WORK PLAN

FLOW

DETAIL DESIGNATION

COLUMN REFERENCE

REVISION CLOUD

NORTH ARROW

ELEVATION TARGET

REVISION DESIGNATION

MATCH LINE

0'-00"

KEYNOTE

NORTH

PLAN

REF X#/X-###

FOR CONTINUATION

CALLOUT NOTE

FLOW ARROW

CALLOUT NOTE

DESIGNATION

SECTION / DETAIL

DESIGNATION

EXTERIOR ELEVATION

LOUVER TYPE SYMBOL

SLOPE

HIGH POINT ROOF

CONTINUE

BREAK PIPE, MATERIAL TO

CONTINUE

BREAK LINE, MATERIAL TO

0 #' #'

DRAWING BLOCK TITLE

SCALE #" = #'

STONE

ABBREVIATIONS GENERAL NOTESMATERIAL SYMBOLSGENERAL SYMBOLS

RM 288 - 283 WORK PLAN

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TURFINGTRF

TOP AND BOTTOMT&B

STATIONSTA

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

REINFORCED CONCRETE PIPERCP

RIVERSIDERS

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NTSNTS

NUMBERNO.

NEAR FACENF

NORTHINGN

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDSIDELS

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

EASTINGE

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

E X

S Y

M B

O L

S A

N D

G E

N E

R A

L N

O T

E S

G-003

C-105

C-106

C-107

C-108

C-109

C-110

C-111

C-112

C-113

C-114

C-115

C-116

C-117

C-118

C-119

C-120

C-121

C-122

RM 226 - 221 WORK PLAN

RM 187 - 182 WORK PLAN

RM 180 - 175 WORK PLAN

RM 174 - 169 WORK PLAN

RM 169 - 165 WORK PLAN

RM 163 - 158 WORK PLAN

RM 145 - 140 WORK PLAN

RM 120 - 114 WORK PLAN

RM 114 - 109 WORK PLAN

RM 109 - 104 WORK PLAN

RM 100 - 94 WORK PLAN

RM 88 - 82 WORK PLAN

RM 81 - 76 WORK PLAN

RM 76 - 71 WORK PLAN

RM 71 - 66 WORK PLAN

RM 66 - 61 WORK PLAN

C-123

RM 60 - 54 WORK PLAN

C-124

RM 45 - 40 WORK PLAN

C-125

RM 39 - 34 WORK PLAN

C-126

RM 28 - 22 WORK PLAN

C-127

RM 19 - 10 WORK PLAN - DOGTOOTH BEND PHASE 7

C-128

RM 9 - 4 WORK PLAN

C-129

RM 6 - 0 WORK PLAN

C-301 TYPICAL SECTIONS - O&M

RM 292 - 287 WORK PLAN

DOGTOOTH BEND PHASE 7

WORK SITES 1-4 PLAN OVERVIEWS -

LANDSIDE AND BANK PAVING REPAIRS

PILE REFERENCE

C-302

DOGTOOTH BEND PHASE 7

REPAIRS AND GENERAL BANK PAVING -

TYPICAL SECTIONS - LANDSLIDE

C-130

DOGTOOTH BEND PHASE 7

WORK SITES 5-6 PLAN OVERVIEWS -

LANDSIDE AND BANK PAVING REPAIRS

APPROVED BY THE U.S. FISH AND WILDLIFE SERVICE.

OBTAINED FOR THE AREA THROUGH APPROPRIATE BAT SURVEYS

31 UNLESS PRESENT/PROBABLE ABSENCE SURVEY RESULTS WERE

INACTIVE BAT ROOSTING SEASON FROM NOVEMBER 1 - MARCH

REQUIRED, THEN ALL TREE CLEARING MUST OCCUR DURING THE

HOWEVER, IF TREE REMOVAL OR CLEARING IS DETERMINED TO BE

TREE REMOVAL IS NOT ANTICIPATED ON THIS CONTRACT. 3.

DATUM OF 1988.

2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN VERTICAL

MISSOURI STATE PLANES, EASTERN ZONE, US FOOT.

1. ALL HORIZONTAL COORDINATES ARE LISTED IN NAD83

SCALE: 1" = 1,000'

RM 292 - 287 WORK PLAN

E 648,486.3

N 1,349,996.5

E 648,408.7

N 1,349,178.6

SHALLOW DRAFT CAPABILITIES.

453 FT NGVD. THIS WORKSITE WILL REQUIRE

RESTORE 825 FT OF DIKE 290.1 R TO ELEVATION

E 649,725.3

N 1,348,725.7

E 649,852.9

N 1,349,314.3

E 650,808.6

N 1,348,142.4

THIS WORKSITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 600 FT OF DIKE 289.7 R TO ELEVATION 453 FT NGVD.

REQUIRE SHALLOW DRAFT CAPABILITIES.

ELEVATION 453 FT NGVD. THIS WORKSITE WILL

RESTORE 270 FT OF DIKE 289.4 R TO

E 651,022.2

N 1,348,311.7

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

FLOW

C-101

O R

K P

L A

0 2000'1000'

N D

.1 R

.4 R

.7 R

.1 R

W D

.4 R

.7 R

E .0 R

E .2 R

.9 R

.2 R

.4 R

.0 L

S O

U T H F

L A

N D

WILLOW ISLAND

WILLOW BAR ISLAND

NORTH FRITZ ISLAND

SAND BAR ISLAND

BAY ISLAND

D U C

H E R

(ISLAND N

O. 4

52)

COTTONWOOD IS

LAND

ATLAS ISLAND

(ISLAND NO. 450)

DENMARK ISLAND

DRIFT ISLANDD

.7 L

.5 L

.4 L

E .6 L

.7 L

.5 L

E .3 L

E .5 R

.5 L

.8 L

BLACKBIR

D I

SLAND

BULLNOSE D

IKE 2

92.

1 R

C H

E V

R O

.2 L

E .7 L

E .4 L

C H

E V

R O

.6 L

.3 L

C H

E V

R O

RM 288 - 283 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 662,264.3

N 1,331,721.9

E 662,293.8

N 1,331,121.2

WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 600 FT OF REVETMENT. THIS WORKSITE

O R

K P

L A

C-1020 2000'1000'

SOUTH FRITZ ISLAND

NORTH FRITZ

ISLAND

DUCHER ISLAND

BLACKBURN ISLAND

ANGLE ISLAND

.4 R

.8 R

.3 R

.5 R

.0 L

.3 L

RM 272 - 267 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 722,479.0

N 1,276,848.4

E 722,630.9

N 1,276,657.2

THIS WORKSITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 280 FT OF REVETMENT DOWNSTREAM OF DIKE 269.3 R.

0 2000'1000' C-103

O R

K P

L A

CARROLL ISLAND

AMARANTH ISLAND

COON ISLAND

.7 L

.3 L

.8 L

.9 L

.1 L

.2 R

B U

L L

N O

S E

.0 R

.3 R

C H

E V

R O

.2 L

.4 L

.0 L

C H

E V

R O

.4 L

EAGLE

LAND

CLARKSVILLE

ISLAND

ISLAND NO. 46

DIKE 270.

6 L

.2 L

C H

E V

R O

.2 R

.5 L

.0 L

.6 L

RM 265 - 260 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 740,379.1

N 1,263,155.5

E 740,572.6

N 1,262,833.0

SITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

REVET APPROXIMATELY 265 FT OF FROG ISLAND. THIS

WILL USE A-STONE, GSR WILL USE C-STONE.

SHALLOW DRAFT CAPABILITIES. REVETMENT

CHANNEL. THIS WORKSITE WILL REQUIRE

FT THICK AND EXTENDING 75 FT INTO THE

SLOPE REVETMENT (GSR) 1000 FT LONG, 2

MOSIER ISLAND AND PLACE GRADUAL

SIDE CHANNEL SIDE OF THE HEAD OF

RESTORE 1,000 FT OF REVETMENT ON THE

E 751,427.8

N 1,247,814.7

E 751,482.5

N 1,246,864.2

0 2000'1000'

O R

K P

L A

C-104

DEAD MANS ISL

GRIMES ISLAND

SLIM I

SLAND

MOSIER ISLAND

DOG I

SLAND

HOW

ARD ISLAND

ISLAND NO. 476

.4 L

.7 L

.2 R

.4 R

B U

L L

N O

S E

.4 R

.6 R

.8 R

.3 R

WILLOW BAR

McCOY ISLAND

TISDEL TOWHEAD

ISLAND NO. 475

DIKE 262.5 L

.8 L

.3 L

.5 L

.6 R

C H

E V

R O

.1 R

.2 R

.9 R

M R

.7 L

C H

E V

R O

.8 R

C H

E V

R O

RM 239 - 234 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

9 E 772,792.2

N 1,132,009.3

E 773,273.5

N 1,132,125.8

FT NAVD88. THIS WORKSITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 500 FT OF THE RIVERWARD END OF DIKE 236.9 L TO ELEVATION 425

E 773,051.3

N 1,130,129.5

E 773,527.7

N 1,130,283.1

E 773,877.8

N 1,125,041.2

WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 180 FT OF REVETMENT. THIS WORKSITE

FT NAVD88. THIS WORKSITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 600 FT OF THE RIVERWARD END OF DIKE 236.6 L TO ELEVATION 425

E 773,952.0

N 1,124,913.6

O R

K P

L A

C-105

PERUQUE IS

LAND

SWEDEN ISLAND

.0 L

.7 R

.4 R

.3 R

.6 R

B U

L L

N O

S E D

.0 R

MARTIN TOWHEAD

HAT I

SLAND

.5 L

.1 L

.4 L

.8 L

.3 L

.6 L

.9 L

.3 L

TURKEY ISLAND

CUIVRE ISLAND

.4 R

.6 R

.8 R

RM 226 - 221 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 816,170.8

N 1,118,693.9

E 816,420.2

N 1,119,102.2

IOWA ISLAND. THIS WORKSITE WILL REQUIRE SHALLOW DRAFT CAPABILITIES.

RESTORE 500 FT OF REVETMENT ON THE NAVIGATION CHANNEL SIDE OF

E 815,851.6

N 1,120,551.9

E 816,658.9

N 1,121,845.3

L TO ELEVATION 423 FT NAVD88.

RESTORE 1525 FT OF TRAIL DIKE 224.2

E 823,260.4

N 1,127,411.0

E 823,383.6

N 1,127,487.5

ON THE SIDE CHANNEL SIDE OF ISLAND #521.

DESCENDING BANKLINE DOWNSTREAM OF DIKE 222.35 R

RESTORE 150 FT OF REVETMENT ALONG THE LEFT

O R

K P

L A

C-106

.0 R

.5 R

DIKE 221.7 R

C H

E V

R O

.1 R

C H

E V

R O

.3 R

C H

E V

R O

.5 R

C H

E V

R O

.7 R

.1 R

.0 L

.8 L

.6 L

.4 L

.2 L

.1 L

.9 R

.3 R

W -D

.0 L

SQUAW ISLAND

.3 L

ISLAND NO. 521

ENTERPRISE ISLAND (ISLAND NO. 518)

IOWA ISLAND

.2 L

.4 L

BOLTER ISLAND

DIKE 221.75 R

.6 R

DIKE 222.35 R

DIKE 222.

4 R

.0 R

.8 R

.1 R

RM 187 - 182 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 907,999.5

N 1,040,235.7

E 907,622.8

N 1,040,121.4

TO ELEVATION 394 FT NAVD 88.

RESTORE 400 FT OF DIKE 184.4 L

0 2000'1000' C-107

O R

K P

L A

C H

E V

R O

C H

E V

R O

C H

E V

R O

.9 R

E .3 L

.8 L

.0 L

.7 L

.1 L

.3 L

.9 L

KERR I

SLAND

.2 L

E .6 L

GABARET ISLAND

MOSENTHEIN ISLAND

.7 L C

.8 L C

L C

RM 180 - 175 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

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X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 908,734.4

N 1,006,690.6

E 909,005.4

N 1,006,547.0

FT NAVD 88 LEAVING A 50 FT NOTCH AS INDICATED.

RESTORE 430 FT OF DIKE 177.8 L TO ELEVATION 394

E 909,161.4

N 1,006,472.3

E 909,054.9

N 1,006,524.1

O R

K P

L A

C-108N

ARSENAL ISLAND

.3 L

.6 L

.9 L

175.3 L

DIKE175.3 L

DIKE

.7 L

.2 L

.8 L

.4 L

.5 L

W E

.6 L

W E

.8 L

W E

RM 174 - 169 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 893,714.8

N 989,473.8

E 894,149.0

N 989,250.5

TO ELEVATION 391 FT NAVD 88.

RESTORE 500 FT OF DIKE 173.4 L

E 887,218.0

N 974,943.4

E 887,404.3

N 975,318.6

L TO ELEVATION 389 FT NAVD 88 LEAVING NOTCH'S AS INDICATED.

RESTORE 165 FT OF THE SPUR AND 420 FT OF THE TRAIL AT DIKE 170.4

E 887,552.7

N 975,243.5

E 886,616.3

N 972,854.6

E 886,768.9

N 973,236.3

TRAIL AT DIKE 170.0 L TO ELEVATION 389 FT NAVD 88.

RESTORE 500 FT OF THE SPUR AND 410 FT OF THE

E 887,220.6

N 973,047.6

O R

K P

L A

C-109N

HARBOR WEIRS FY 96

W E

.8 L

.0 L

.2 L

.4 L

.9 L

.4 L

RM 169 - 165 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 883,460.0

N 959,228.9

E 883,603.1

N 959,224.9

RESTORE 150 FT OF DIKE 167.4 L TO ELEVATION 387 FT NAVD 88.

E 883,349.3

N 957,748.8

E 883,635.2

N 957,715.2

RESTORE 290 FT OF DIKE 167.1 L TO ELEVATION 387 FT NAVD 88.

O R

K P

L A

C-110N

E .7 R

E .0 R

.7 R

.9 R

.1 R

.3 R

.5 R

.7 R

.9 R

.1 R

.2 R

.4 R

.5 L

.7 L

.8 L

.9 L

.2 L

.4 L

.6 L

.5 L

.7 L

CARROLL ISLAND

.5 L

.6 L

.8 L

.4 L

.1 L

RM 163 - 158 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 866,348.9

N 932,577.1

E 866,203.5

N 932,759.6

R TO ELEVATION 384 FT NAVD 88.

RESTORE 230 FT OF DIKE 161.1

E 860,706.9

N 922,029.5

RESTORE 330 FT OF REVETMENT.

E 860,681.5

N 921,828.9

E 860,733.6

N 921,709.6

O R

K P

L A

C-111N

.3 R

.7 R

.1 R

.9 R

.1 R

.3 R

.7 R

.8 R

.1 R

.1 L

.3 L

.8 L

.0 L

.1 L

.3 L

.6 L

.9 L

.2 L

.5 L

.7 L

C H

E V

R O

.9 L

C H

E V

R O

.0 L

C H

E V

R O

.3 L

CHESLEY ISLAND

.6 L

.9 L

.1 L

.5 L

.9 L

.1 L

.3 L

C H

E V

R O

.4 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

BEARD ISLAND

M E R

A M

E C R

RM 145 - 140 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 878,999.4

N 852,865.4

E 879,183.2

N 853,194.4

L TO ELEVATION 375 FT NAVD 88.

RESTORE 380 FT OF DIKE 143.8

E 879,918.5

N 852,373.2

E 880,098.7

N 852,617.7

L TO ELEVATION 375 FT NAVD 88.

RESTORE 300 FT OF DIKE 143.6

E 880,728.8

N 851,822.2

E 880,853.9

N 851,935.0

TO ELEVATION 375 FT NAVD 88.

RESTORE 170 FT OF DIKE 143.4 L

E 888,611.2

N 840,599.7

E 888,147.4

N 841,992.2

E 887,899.9

N 841,825.7

TO ELEVATION 374 FT NAVD 88.

RESTORE 300 FT OF DIKE 141.1 L

TO ELEVATION 374 FT NAVD 88.

RESTORE 550 FT OF DIKE 140.8 L

E 889,026.1

N 840,840.9

O R

L A

C-112

.4 R

.3 R

.5 R

.6 R

.9 R

.1 R

.4 R

.7 R

.3 R

.4 R

.5 R

.0 R

.4 R

.7 R

.0 R

.1 R

.2 R

.5 R

.9 R

.0 R

.1 R

.2 R

.4 R

BEAGLES ISLAND

.3 L

.8 L

.0 L

.1 L

.3 L

.5 L

RUSH ISLAND

.6 L

.8 L

.1 L

.2 L

.4 L

.8 L

.0 L

.1 L

.2 L

HARLOW I

SLAND (

PERRY TOWHEAD)

.4 L

.6 L

.8 L

.0 L

.1 L

.3 L

.5 L

E .6 L

.7 L

E .0 L

CHAELS

OWHEAD

.3 L

RM 120 - 114 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 983,205.1

N 778,785.4

E 983,162.4

N 778,954.9

E 983,879.2

N 779,240.4

ELEVATION 362 FT NAVD 88, LEAVING A 100 FT NOTCH AS INDICATED.

RESTORE 175 FT OF SPUR AND 770 FT OF TRAIL DIKE 117.5 R TO

E 991,517.4

N 773,408.7

E 990,600.4

N 775,544.7

E 990,943.6

N 774,804.1

TO ELEVATION 359 FT NAVD 88.

RESTORE 810 FT OF DIKE 116.0 L

E 990,976.1

N 774,763.2

E 991,110.3

N 774,853.9

E 991,080.3

N 774,497.2

TRAIL AT DIKE 115.8 L TO ELEVATION 361 FT NAVD 88.

RESTORE 160 FT OF THE SPUR AND 285 FT OF THE

E 991,309.0

N 774,427.1

E 991,179.1

N 774,288.8

E 991,318.6

N 773,800.8

TRAIL AT DIKE 115.7 L TO ELEVATION 361 FT NAVD 88.

RESTORE 190 FT OF THE SPUR AND 510 FT OF THE

E 991,614.0

N 773,875.0

E 991,363.3

N 773,657.3

TRAIL AT DIKE 115.6 L TO ELEVATION 361 FT NAVD 88.

RESTORE 340 FT OF THE SPUR AND 290 FT OF THE

E 993,528.1

N 766,445.3

E 993,940.7

N 766,580.7

THAT THE DIKE IS RESTORED ACROSS THE LOW SPOT AT HIGH BANK.

RESTORE 440 FT OF DIKE 114.1 R TO ELEVATION 361 FT NAVD 88 ENSURING

O R

K P

L A

C-113

E .4 R

E .6 R

E .9 R

E .1 R

E .3

E .3 R

E .6 R

E .1 R

E .5 R

E .6 R

E .9 R

E .1 R

E .3 R

E D

E .6 R

E .4 R

E .6 R

E .7 R

E .8 R

E .0 R

E .2 R

E .3 R

E .4 R

W E

STE

. G

ENEVI

EVE

BEND

E .9 L

E .0 L

E .4 L

BEAVER ISLAND

E .7 L

E .0 L

E .3 L

E .5 L

E .6 L

E .7 L

E .8 L

E .0 L

W E

KASKASKIA BEND BENDWAY WEIR SYSTEM

E .5 L

RM 114 - 109 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,001,464.5

N 759,888.4

E 1,002,979.8

N 759,122.4

E 1,006,825.0

N 757,798.4

TO ELEVATION 359 FT NAVD 88.

RESTORE 250 FT OF DIKE 111.1 L

E 1,009,793.5

N 754,160.0

E 1,009,965.1

N 754,388.5

R TO ELEVATION 359 FT NAVD 88.

RESTORE 290 FT OF DIKE 110.2

E 1,013,252.0

N 751,318.3

E 1,013,846.6

N 750,892.8

UPSTREAM END.

TIED INTO THE UPPER BANK ON THE

TOP AT ELEVATION 358 FT NAVD 88 AND

REVETMENT IS EVENED OUT ALONG THE

ENSURING THAT THE EXISTING FLANKED

RESTORE 650 FT OF REVETMENT,

E 1,006,244.8

N 756,386.9

TO ELEVATION 359 FT NAVD 88.

RESTORE 320 FT OF DIKE 111.0 R

E 1,006,125.3

N 756,092.2

E 1,007,048.9

N 756,052.8

E 1,006,937.5

N 755,782.8

R TO ELEVATION 359 FT NAVD 88.

RESTORE 290 FT OF DIKE 110.9

E 1,007,941.7

N 755,576.4

LEAVING A 30 FT NOTCH AS INDICATED IN THE TRAIL.

TRAIL AT DIKE 110.5 R TO ELEVATION 359 FT NAVD 88

RESTORE 200 FT OF THE SPUR AND 470 FT OF THE

E 1,008,129.9

N 755,477.6

E 1,008,158.9

N 755,463.3

E 1,008,383.2

N 755,353.1

TO ELEVATION 360 FT NAVD 88.

RESTORE 580 FT OF DIKE 112.2 L

E 1,001,779.3

N 760,383.6

TO ELEVATION 359 FT NAVD 88.

RESTORE 250 FT OF DIKE 111.8 L

E 1,006,906.7

N 758,037.2

E 1,007,838.8

N 755,405.7

E 1,003,075.8

N 759,352.0

O R

K P

L A

C-114

.4 R

.5 R

.7 R

.2 R

.4 R

.5 R

.9 R

.0 R

.1 R

.3 R

.7 R

.8 R

E .9

E .1 R

.2 R

.4 R

.6 R

.9 R

.1 R

HORSE ISLAND

.1 L

.4 L

.8 L

.2 L

.5 L

.8 L

.2 L

.5 L

.9 L

.0 L

K A S

I S L A

RM 109 - 104 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,019,668.3

N 746,100.0

E 1,019,839.7

N 745,989.6

E 1,020,188.0

N 745,867.0

RESTORE 570 FT OF REVETMENT.

O R

K P

L A

C-115

.3 R

C H

E V

R O

.5 R

C H

E V

R O

.0 R

C H

E V

R O

.4 R

.7 R

.0 R

.5 R

.6 R

.8 R

.9 R

.0 R

.1 R

.2 R

.4 R

.5 R

.7 R

.8 R

.2 R

.4 R

.5 R

.6 R

.8 R

.0 R

.2 R

.4 R

.5 R

.7 R

.4 L

.6 L

.8 L

CRAINS ISLAND

.6 L

BELLE

OF MEMPHIS

TOWHEAD

.5 L

.2 L

.9 L

E D

RM 100 - 94 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

END IS TIED INTO THE EXISTING REVETMENT.

RESTORE 450 FT OF REVETMENT ENSURING THAT THE DOWNSTREAM

E 1,053,188.9

N 723,377.0

E 1,053,493.9

N 723,055.3

ELEVATION 350 FT NAVD 88.

RESTORE 800 FT OF DIKE 95.2 L TO

E 1,061,654.3

N 703,305.3

E 1,061,996.5

N 704,028.6

O R

K P

L A

C-116

W E

.1 R

W E

.3 R

W E

.5 R

W E

E .6 R

W E

H .P

H .P .3

.P .5

H .P .1

.4 R

H .P .7 R

.8 R

H .P

.0 R

E .9 R

E .8 R

R D

E 7.

.5 R

.4 R

.9 R

.2 R

.6 R

.8 R

.9 R

.1 R

.4 R

.6 R

.7 R

.0 R

DIKE 94

.5 L

E .4 L

DIKE 94.7 L

E .6 L

E .8 L

E .2 L

E .3 L

JONES TOW

HEAD

LIBERTY BAR

.7 L

.8 L

.9 L

.0 L

LIBERTY I

SLAND D

.9 L

C H

E V

R O

.9 L

.1 L

C H

E V

R O

.0 L

C H

E V

R O

.1 L

.4 L

H .P

RM 88 - 82 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,100,751.8

N 681,790.5

E 1,100,751.2

N 682,083.0

E 1,101,044.5

N 681,693.0

TRAIL OF DIKE 85.5 L TO ELEVATION 345 FT NAVD 88.

RESTORE 300 FT OF SPUR AND 310 FT OF THE

O R

K P

L A

C-117

W E

H .P

H .P .6 R

H .P .7 R

H .P .8 R

H .P .9 R

H .P .0 R

H .P .2 R

H .P

.0 R

.1 R

.2 R

.5 R

.7 R

.9 R

.0 R

.4 R

C H E V R

O N .9 L

WEIR

.5 L

R 3.

W E

.9 L

E .2 L

E .5 L

E .7 L

E .0 L

E 6.

E .5 L

E .7 L

LAN

LACOURS IS

LAND

E .0 L

E .3 L

.5 L

.8 L

.2 L

.5 L

F O

U N

F F B

E N

D W

A Y W

Y S T

RM 81 - 76 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,108,681.8

N 653,998.4

E 1,108,546.4

N 653,907.4

TO ELEVATION 343 FT NAVD 88.

RESTORE 160 FT OF DIKE 79.5 L

E 1,108,959.2

N 653,369.2

E 1,108,731.8

N 653,207.9

TO ELEVATION 342 FT NAVD 88.

RESTORE 280 FT OF DIKE 79.3 L

E 1,107,508.7

N 646,120.0

E 1,107,074.4

N 645,545.9

TRAIL OF DIKE 78.1 L TO ELEVATION 341 FT NAVD 88.

RESTORE 150 FT OF SPUR AND 720 FT OF THE

E 1,104,956.1

N 641,572.3

TO ELEVATION 341 FT NAVD 88.

RESTORE 225 FT OF DIKE 77.0 L

E 1,105,366.0

N 642,421.1

TO ELEVATION 341 FT NAVD 88.

RESTORE 220 FT OF DIKE 77.2 L

E 1,105,580.5

N 643,196.9

TO ELEVATION 341 FT NAVD 88.

RESTORE 250 FT OF DIKE 77.4 L

E 1,105,998.3

N 644,121.5

TO ELEVATION 341 FT NAVD 88.

RESTORE 250 FT OF DIKE 77.6 L

E 1,106,990.1

N 645,392.8

E 1,106,525.3

N 644,845.8

E 1,106,694.5

N 645,040.3

E 1,106,722.6

N 645,075.1

E 1,107,373.5

N 645,110.0

341 FT NAVD 88 LEAVING THE 50 FT NOTCH AS INDICATED IN THE TRAIL.

RESTORE 470 FT OF SPUR AND 675 FT OF THE TRAIL OF DIKE 77.9 L TO ELEVATION

E 1,107,632.0

N 646,032.2

E 1,105,178.1

N 641,532.5

E 1,105,588.0

N 642,411.1

E 1,105,826.4

N 643,155.3

E 1,106,239.9

N 644,062.5

O R

K P

L A

C-118

E .3 R

.8 L

.1 L

.5 L

.0 L

.2 L

.6 L

E .9 L

E .1

.2 L

.3 L

.5 L

O C

L GRAND TOWER ISLAND

RM 76 - 71 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,105,360.3

N 623,609.7

E 1,105,037.8

N 623,856.0

E 1,105,017.5

N 623,518.0

L TO ELEVATION 339 FT NAVD 88.

RESTORE 815 FT OF CHEVRON 73.6

E 1,102,700.7

N 634,195.9

TO ELEVATION 340 FT NAVD 88.

RESTORE 170 FT OF DIKE 75.5 R

TO ELEVATION 339 FT NAVD 88.

RESTORE 340 FT OF DIKE 73.1 R

E 1,104,282.7

N 621,223.2

E 1,104,597.9

N 621,332.9

IN CRAWFORD CHUTE.

RESTORE 180 FT OF REVETMENT

E 1,110,638.6

N 616,106.1

E 1,110,614.0

N 616,287.4 E 1,106,051.8

N 621,075.6

E 1,106,265.9

N 621,215.3

NAVD 88 LEAVING THE 80 FT NOTCH AS INDICATED.

RESTORE 535 FT OF DIKE 72.9 L TO ELEVATION 339 FT

E 1,106,337.5

N 621,250.4

THE 80 FT NOTCH AS INDICATED.

ELEVATION 339 FT NAVD 88 LEAVING

RESTORE 570 FT OF DIKE 73.4 L TO

E 1,106,057.9

N 622,481.7

E 1,105,995.8

N 622,443.8

E 1,105,841.7

N 622,328.9

E 1,102,528.8

N 634,199.9

E 1,106,368.4

N 622,697.0

E 1,106,571.4

N 621,414.1

O R

K P

L A

C-119

.7 R

.0 R

.2 R

.3 R

.4 R

.1 R

.3 R

.5 R

.0 L

.3 L

.4 L

.7 L

.9 L

.1 L

.4 L

.7 L

.9 L

.4 L

.9 L

C R

A W

F O

R D T

O W

H E

A D

.1 L

.2 L

.4 L

.6 L

.8 L

.2 L

.3 L

.5 L

.1 L

RM 71 - 66 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,110,481.1

N 610,419.8

E 1,110,237.9

N 610,383.1

E 1,109,943.1

N 610,347.4

45 FT NOTCH AS INDICATED.

ELEVATION 338 FT NAVD 88 LEAVING A

RESTORE 500 FT OF DIKE 70.7 R TO

E 1,113,518.5

N 602,396.4

E 1,113,151.8

N 602,241.4

TO ELEVATION 337FT NAVD 88.

RESTORE 400 FT OF DIKE 69.1 R

E 1,112,392.7

N 604,283.6

E 1,112,274.8

N 604,221.7

E 1,112,215.5

N 604,195.8

E 1,111,939.7

N 604,109.6

FT NAVD 88 LEAVING A 65 FT NOTCH AS INDICATED.

RESTORE 420 FT OF DIKE 69.5 R TO ELEVATION 337

E 1,111,550.7

N 606,273.6

TO ELEVATION 337 FT NAVD 88.

RESTORE 320 FT OF DIKE 69.9 R

TO ELEVATION 337 FT NAVD 88.

RESTORE 325 FT OF DIKE 68.5 L

E 1,116,558.7

N 600,797.3

E 1,115,758.0

N 602,052.9

TO ELEVATION 337 FT NAVD 88.

RESTORE 445 FT OF DIKE 68.8 L

E 1,116,097.9

N 602,336.9

E 1,114,723.8

N 603,146.6

TO ELEVATION 337FT NAVD 88.

RESTORE 475 FT OF DIKE 69.1 L

E 1,113,863.8

N 604,611.0

E 1,114,145.6

N 604,769.8

TO ELEVATION 337 FT NAVD 88.

RESTORE 500 FT OF DIKE 69.5 L

E 1,111,916.4

N 610,326.5

TO ELEVATION 338 FT NAVD 88.

RESTORE 450 FT OF DIKE 70.6 L

E 1,110,281.4

N 610,389.2

E 1,112,299.2

N 610,567.7

E 1,114,258.4

N 604,910.1

E 1,115,104.7

N 603,429.6

E 1,116,803.7

N 601,012.2

E 1,111,247.7

N 606,163.6

O R

K P

L A

C-120

.0 R

.6 R

.7 R

.9 R

.0 R

.2 R

.4 R

.5 R

.1 R

.5 R

.9 R

.3 R

.7 R

.0 R

.2 R

.3 R

.9 L

.0 L

VANCILL TOWHEAD D

.3 L

.5 L

.8 L

.1 L

.3 L

.8 L

.3 L

.5 L

.8 L

.1 L

.5 L

.8 L

W E

.1 L

W E

.3 L

W E

.6 L

HANGING DOG ISLAND

RM 66 - 61 WORK PLAN

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

A M

A R

H O

A D

D L

A M

V E

N H

A U

A L

F Y

I R

O P

E R

A T

A N

D M

T E

N A

N C

E S

T L

O U

S P

R U

C E

S T

R E

E T

S T

O U

X X

-2

-B -0

J U

N E

A N

S I

E R

E S

E 1,132,563.9

N 576,224.4

E 1,132,958.6

N 576,366.6

TO ELEVATION 334 FT NAVD 88.

RESTORE 420 FT OF DIKE 62.9 L

E 1,129,254.1

N 581,191.3

TO ELEVATION 334 FT NAVD 88.

RESTORE 340 FT OF DIKE 64.1 R

E 1,132,976.9

N 575,047.8

E 1,133,407.6

N 575,153.1

TO ELEVATION 334 FT NAVD 88.

RESTORE 450 FT OF DIKE 62.7 L

E 1,133,270.7

N 573,992.7

E 1,133,732.7

N 574,172.9

TO ELEVATION 334 FT NAVD 88.

RESTORE 500 FT OF DIKE 62.5 L

E 1,133,908.5

N 572,952.6

E 1,133,863.9

N…

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File details come from the government source that posted it. Updated Jun 13, 2023.