H01_-_2018_Stone_Placement_Contract_Plans_Signed_ED18-001.pdf

PDF 26 MB Posted Apr 26, 2018

Attached to: IDIQ stone placement for Flood Control Mississippi River and Tributaries Project sites along the banks of the Mississippi River, Atchafalaya River, Red River and Old River Control Channels
Solicitation number: W912P818B0023
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Other files

File	Type	Posted
B01_-_W912P818B0023_Original_Abstract.pdf	PDF	May 31, 2018
W912P818B0023_Original_Abstract.pdf	PDF	May 31, 2018
W912P818B0023_Signed_Abstract.pdf	PDF	May 31, 2018
Amendment_2_18B0023.pdf	PDF	May 7, 2018
Amendment_18B0023.pdf	PDF	May 4, 2018
A21_-_W912P818B0023,_stone_placement.pdf	PDF	Apr 26, 2018

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S O

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®of Engineers

US Army Corps

1 2 3 4 5 6

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NEW ORLEANS DISTRICT

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N D T

U T

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P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

A R K A N S A S

SHREVEPORT

MONROE

VICKSBURG

NATCHEZ

ALEXANDRIA

L O U I S I A N A

M I S S I S S I P P I

T E X A S

CITY

MORGAN

CHARLES

LAKE

ROUGE

BATON

E R

A T

C H

A F

A L

A Y

E R

C H

ITA

O U

S S

P I

E R

R E D

P E

A R

E R

G U L F O F M E X I C O

G-02

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

INDEX OF DRAWINGSNO.

G-01

MILES

VICINITY MAP

40 40 80 120 160 200

COVER

VICINITY MAP AND INDEX OF DRAWINGS

LOCATION

PROJECT

LOCATION

PROJECT

OLD RIVER

NEW ORLEANS

LOCATIONS

PROJECT

OUTFLOW CHANNEL, ATCHAFALAYA RIVER AND LOWER RED RIVER REVETMENTS

MISSISSIPPI RIVER REVETMENTS, MILES 325.8 - 180.0 AHP

MISSISSIPPI RIVER REVETMENTS, MILES 180.0 - 55.0 AHP

MISSISSIPPI RIVER REVETMENTS, MILES 55.0 - 0.0 AHP

TYPICAL PLANS, DETAILS AND SECTIONS

TYPICAL STONE HARD POINT - PLAN, PROFILE AND SECTIONS

HOG POINT CHANNEL WORKS, MILES 300.5 - 297.4 AHP - PLAN VIEW

HOG POINT CHANNEL WORKS, TRENCHFILL AND CHUTE CLOSURE - PROFILES AND SECTION

STONE BERM CONSTRUCTION LIFT SEQUENCE - PLAN AND SECTION

TYPICAL PLANS, PROFILES AND SECTIONS

G-02

H -1

-4

G -0

G N

E X O

F D

R A

G S

Y M

A P A

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

N M

A R

K A

P P

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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C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

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E E

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®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

NO.

10.6-L

NO. NO.

13 12.5-R

14 13.7-L

15 14.7-R

10.4-R

8.5-L

7.3-R

9.8-R

9.4-R

8.8-R

7.2-R

5.2-R

3.6-L

2.1-R

0.4-R

28 34.9-L

29 36.1-R

30 37.3-L

18.3-R

21.9-L

33.1-R

31.7-L

30.6-R

29.6-L

27.5-R

26.5-L

25.6-R

24.5-L

38.3-R

43 62.8-R

38.8-L

41.4-R

44.3-L

58.5-R

55.4-R

54.4-L

52.9-R

51.1-L

49.3-R

48.8-L

46.7-R

OUTFLOW CHANNEL, ATCHAFALAYA RIVER AND LOWER RED RIVER REVETMENTS

3. THE LOWER RED RIVER MILEAGE IS BASED ON THE 1967 CHANNEL ALIGNMENT.

2. THE ATCHAFALAYA RIVER MILEAGE IS BASED ON THE 1998 CHANNEL ALIGNMENT, EXCEPT NO. 42 AND 43, WHICH IS BASED ON THE 1963 CHANNEL ALIGNMENT.

1. THE OUTFLOW CHANNEL MILEAGE IS BASED ON THE CONFLUENCE WITH THE LOWER RED RIVER.

NOTES:

OUTFLOW CHANNEL

LONG LAKE

TURNBULL ISLAND

NAPLES

COVILLE BAYOU

LEGONIER

SIMMESPORT

KUHLMAN BAYOU

ODENBURG

TEN MILE DIKES

JACOBY

CASON

McCREA

WOODSIDE

CROOKED BAYOU

MERCIER

BARBERTON

EVANS POINT

GOUDEAU

MORRIS BAYOU

GOODWOOD

RED CROSS

23.5-R

MELVILLE

CROSS BAYOU

MELVILLE SOUTH

TOLES

PETITE PRAIRIE

HOLLOWAY LAKE

THREE MILE BAYOU

BAYOU SHERMAN

KROTZ SPRINGS

SHERBURNE

BAYOU BIG GRAW

COSWELL BAYOU

COURTABLEAU

ALABAMA BAYOU

INDIAN BAYOU

HAPPY TOWN

OTIS LANDING

ATCHAFALAYA RIVER STATION

BUTTE LA ROSE

STOUTS PASS

MORGAN CITY FRONT

16 16.9-LPROVOSTY

118.8-R

119.3-L

46 BERWICK SOUTH 124.2-R

LOCATION MILE LOCATION MILE LOCATION MILE

MILE ONE

SCALE: 1:125000

2 41 6 80 10 MI

SCALE: 1:125000

2 41 6 80 10 MI

30°40'

30°30'

°3

°4

30°50'

30°20' 30°20'

30° 40'

°0

31° 00'

°4

°3

°5

°0

30°30'

30° 50'

31°00'

°5

WILKINSON COUNTY

CONCORDIA PARISH

PARISH

W. FELICIANA

AVOYELLES PARISH

WEST FELICIANA PARISH

POINTE COUPEE PARISH

IBERVILLE PARISH

PARISH

ROUGE

BATON

WEST

8 7

6 5

OLD RIVER LOCK

MORGANZA CONTROL STRUCTURE

SAINT FRANCISVILLE

BAYOU SARA

NEW ROADS

BATCHELOR

INNIS

LETTSWORTH

JACOBY

LEGONIER

LOTTIE

ERWINVILLE

LIVONIA

KROTZ SPRINGS

MELVILLE

WOODSIDE

ODENBURG

SIMMESPORT

HAMBURG

PLAUCHEVILLE

PALMETTO

PORT BARRE

SAINT LANDRY PARISH

SAINT MARTIN PARISH

MISSISSIPPI

LOUISIANA

E R

R E D

ER O

E R

OUTFLOW CHANNEL

ATC

AFALAYA

E R

C H

A N

N E

O T

B A

W H

ISKEY

ATCHAFALAYA

E R

MAT CASTING FIELD

E R

F A L S E

OLD

RACCOURCI

RIVER

MISSISSIPPI RIVER

OVERBANK STRUCTURE

LOW SILL STRUCTURE

AUXILIARY CONTROL STRUCTURE

MOREAUVILLE

MANSURA

SIDNEY A. MURRAY JR. HYDROELECTRIC PLANT

M O

R G

A N

Z A S

L W

A Y

MORGANZA

G R

A N

LAKE

ATCHAFALAYA BAY

ISLAND

SHELL

VERRET

LAKE

B A

Y O

TECHE

O U

T L E

L A

K E

W A

SIX

MILE

K E

GULF

INTRACOASTAL

ATERW

PALOURDE

LAKE

FLAT

LAKE

GRASSY

ISLAND

BATEMAN

ISLAND

AVOCA

A V

O C

A N

D C

U T

O F F

CHEVREUIL

POINT

G.I.W.W.

P O

R T

A L L E

M O

R G

A N

R O

U T

G .I.W

°3

°2

°1

29°50'

29°40'

29°30'

°1

°2

°3

29°30'

29°40'

29°50'

AMELIA

SAINT MARTIN PARISH

SAINT MARY PARISH

TERREBONNE PARISH

BERWICKPATTERSON

FRANKLIN

CENTERVILLE

M A

CALUMET FLOODGATES

EAST AND WEST

BALDWIN

MORGAN CITY

CHARENTON

FLOODGATE

CHARENTON

C H

A N

N E L

PARISH

ASSUMPTION

LOCK

BERWICK

LOCK

BOEUF

BAYOU

C-01

H -1

-4

C -0

G N

L O

W E

R R

E D R

E R R

E V

E T

M E

N T S

A T

C H

A F

A L

A Y

A R

E R A

N D

O U

T F

L O

W C

H A

N N

E L

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

NO.

NO. NO.

CARR POINT

BRUNETTE POINT

BOIES POINT

GRAND BAY

SCOTLANDVILLE

PORT ALLEN

NEW RIVER BEND

182.5-R

LOCATION MILE LOCATION MILE LOCATION MILE

PALMETTO BEND

COOCHIE

LOWSILL INFLOW CHANNEL

POINT BREEZE

AUXILIARY INFLOW CHANNEL

FORT ADAMS

ABOVE OLD RIVER

HOG POINT CHUTE CLOSURE

HOG POINT DIKES

HOG POINT TRENCHFILL

321.5-L

317.0-R

314.7-R

RED STORE LANDING 269.0-R

BAYOU SARA 265.0-L

257.5-R

313.0-R

FAULKNER LAKE 254.0-L

311.6-R

PROFIT ISLAND WEIR 252.5-L

308.3-L

ARBROTH 250.0-R

304.5-R

303.5-R

300.0-R

299.0-L

299.0-R

HOG POINT 296.0-R

GREENWOOD BEND 289.0-L

295.0-R

SPRINGFIELD BEND 244.0-L

ALLENDALE 238.0-R

IOWA POINT

MORGANZA

ARROW BEND 271.5-L

274.5-R

279.0-R

282.0-R

233.5-L

230.5-R

ARLINGTON 226.5-L

RED EYE CROSSING DIKES 223.5-L

MISSOURI BEND 222.0-R

MANCHAC BEND

MEDORA CROSSING DIKES

PLAQUEMINE BEND

SAINT GABRIEL

WHITE CASTLE

PHILADELPHIA POINT

185.0-L

193.0-R

201.0-L

209.0-R

212.0-L

215.5-L

MARCHAND 180.5-L

MISSISSIPPI RIVER REVETMENTS, MILES 325.8 - 180.0 AHP

2. THE LOWSILL INFLOW CHANNEL MILEAGE AND THE AUXILIARY INFLOW CHANNEL MILEAGE ARE BASED ON THE CONFLUENCE WITH THE MISSISSIPPI RIVER.

1. THE MISSISSIPPI RIVER MILEAGE IS BASED ON THE 1962 CHANNEL ALIGNMENT.

NOTE:

WILKINSON COUNTY

PARISH

W. FELICIANA

OLD RIVER LOCK

MORGANZA CONTROL STRUCTURE

SAINT FRANCISVILLE

BAYOU SARA

NEW ROADS

BATCHELOR

INNIS

LETTSWORTH

JACOBY

LEGONIER

MELVILLE

ODENBURG

SIMMESPORT

MISSISSIPPI

LOUISIANA

E R

R E D

ER O

E R

OUTFLOW CHANNEL

ATC

AFALAYA

E R

MAT CASTING FIELD

OLD

RACCOURCI

RIVER

OVERBANK STRUCTURE

LOW SILL STRUCTURE

AUXILIARY CONTROL STRUCTURE

SIDNEY A. MURRAY JR. HYDRO ELECTRIC PLANT

325.8

PARISH

SAINT LANDRY

AVOYELLES PARISH

POINTE COUPEE PARISH

WAKEFIELD

ANGOLA

TUNICA

BAINS

HARDWOOD

WEST FELICIANA PARISH

WEYANOKE

PARISH

FELICIANA

EAST

ANGOLA STATE PENITENTIARY

34 35

WEST BATON ROUGE PARISH

EAST BATON ROUGE PARISH

POINTE COUPEE PARISH

IBERVILLE PARISH

PARISH

ASCENSION

G U

L F I

N T

R A

C O

A S

T A

L W

A T

E R

W A

MORGAN

TY -

ORT A

ROUTE

F A L S E

RIV

ERWINVILLE

BATON ROUGE

PORT ALLEN LOCK

PLAQUEMINE

WHITE CASTLE

GEISMAR

CARVILLE

SAINT GABRIEL

BAYOU GOULA

PRAIRIEVILLE

MISSISSIP

PI RIVER

BRUSLY

ADDIS

°5

°4

°3

°2

°1

°0

°2

°1

°0

30°10' 30°10'

30°40'

30°30'

30°20' 30°20'

30°30'

30°40'

31°10'

31°00'

30°50' 30°50'

31°00'

31°10'

°5

°4

°3

°2

M A

R Y

L A

K E

PARISH

CONCORDIA

MISSISSIPPI

E R

MORGANZA

M O

R G

A N Z A S

L W

A Y

SCALE: 1:125000

2 41 6 80 10 MI

PORT ALLEN

BAKER

ZACHARY

DENHAM SPRINGS

INNISWOLD

C-02

H -1

-4

C -0

G N

E S

.0 A

H P

P I

E R R

E V

E T

M E

N T S

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

NO.

NO. NO.

RICH BEND

LOCATION MILE LOCATION MILE LOCATION MILE

180.5-L

177.5-R

174.5-L

113.7-L

108.5-R

103.5-L

172.5-R

100.4-R

169.5-L

165.0-R

161.0-L

157.0-R

152.0-L

148.5-R

147.5-L

141.5-R

138.0-L

132.5-L

WATERFORD

119.0-R

119.5-L

125.5-L

128.5-R

MARCHAND

52 66 -135.5-R

SMOKE BEND

SAINT ELMO

ABEN

BURNSIDE

SAINT ALICE

ROMEVILLE

BELMONT

VACHERIE

ANGELINA

WILLOW BEND

RESERVE

LUCY

MONTZ

GOOD HOPE

DESTREHAN

LULING BEND

KENNER BEND

AVONDALE BEND

CARROLLTON BEND

GREENVILLE BEND

GRETNA BEND 96.7-R

GOULDSBORO BEND 95.9-R

ALGIERS POINT 95.0-R

THIRD DISTRICT REACH 92.9-L

CUTOFF 88.5-R

TWELVE MILE POINT 84.0-R

POYDRAS 82.0-L

ENGLISH TURN 78.0-R

SCARSDALE 75.0-L

OAK POINT 72.5-R

LINWOOD 71.0-L

JESUIT BEND 68.0-R

BELAIR 65.0-L

ALLIANCE 62.5-R

MONSECOUR 61.0-L

MYRTLE GROVE 59.0-R

HARLEM 56.5-L

JUNIOR 54.0-R

MISSISSIPPI RIVER REVETMENTS, MILES 182.0 - 55.0 AHP

SCALE: 1:125000

2 41 6 80 10 MI

P I

39 170

120 110

NEW ORLEANS

DARROW

BURNSIDE

UNION

ROMEVILLE

CONVENT

LUTCHER

GRAMERCY

GARYVILLE RESERVE

LAPLACE

MONTZ

NORCO

NEW SARPY

DESTREHAN

MEREAUX

CARLISLE

LAKE PONTCHARTRAIN

JEFFERSON PARISH

PLAQUEMINES PARISH

SAINT BERNARD PARISH

ORLEANS PARISH

SAINT CHARLES PARISH

LAFOURCHE PARISH

TERREBONNE PARISH

ASSUMPTION PARISH

SAINT JAMES PARISH

SAINT JOHN THE BAPTIST PARISH

310 59

1 70

PARISH

ASCENSION

VIOLET

POYDRAS

SCARSDALE

PHOENIX

B O

N N E T C

A R

R E S

L W

A Y

G.I.W.W

H A

R V

E Y C

A N

A L R

O U

T E

G .I.W

G .I.

W .W

A L

R S C

A N

A L R

O U

T E

AVONDALE

AMA

LULING

HAHNVILLE

TAFT

WALLACE

VACHERIE

McCALL

JEAN LAFITTE

RACELAND

LOCKPORT

LAC DES ALLEMANDS

LAKE SALVADOR

LAKE CATAOUATCHE

RIVER

P I R

E R

ALGIERS CANAL LOCK

HARVEY CANAL LOCK

IHNC LOCK

A V

A T

N C

A N

A L

E R H

A R

B O

G U L F I N T R

A C

O A S T A L W

A T E R

W A

LAFITTE

THE PEN

NAPOLEONVILLE

THIBODAUX

30°10'

°0

30°10' 9 °5

°4

°3

°2

°1

°0

30°00'

29°50'

29°40'

°0

°1

°2

°3

°4

°5

°0

29°40'

29°50' 29°50'

30°00'

KENNER

METAIRIE

HARAHAN

CHALMETTE

CHASSE

BELLE

GRETNA

WESTWEGO

DONALDSONVILLE

C-03

H -1

-4

C -0

G N

E S

.0 A

H P

P I

E R R

E V

E T

M E

N 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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

NO.

LOCATION MILE LOCATION MILE

FORT JACKSON

JUNIOR 54.0-R

GRAVOLET 51.0-L

DIAMOND 48.5-R

BOHEMIA 46.0-L

POINT MICHEL 44.0-R

NESTOR 41.5-L

PORT SULPHUR 39.0-R

33.5-L

30.5-R

25.0-R

23.5-L

21.5-R

19.5-L

12.5-RVENICE

OLGA

NEPTUNE

BURAS

TROPICAL BEND

BAYOU LAMOQUE

MISSISSIPPI RIVER REVETMENTS, MILES 55.0 - 0.0 AHP

SCALE: 1:125000

2 41 6 80 10 MI

PLAQUEMINES PARISH

PILOTTOWN

POTASH

DAVANT

HOME PLACE

PORT SULPHUR

BOHEMIA

POINTE A LA HACHE

WEST BAY

EAST BAY

GARDEN ISLAND BAY

BLIND BAY

GULF OF MEXICO

BRETON SOUND

-5

-10

-20

P I

WEST JETTY

EAST JETTY

RIVER

TRIUMPH

WEST POINTE A LA HACHE

WEST JETTY

-5

PORT EADS

-10

BURRWOOD

HEAD OF PASSES

-10

PLAQUEMINES PARISH

OSTRICA LOCK

BAPTI

STE

C O

L L E

T T E

B A

Y O

POINTE A LA HACHE RELIEF OUTLET

E R P

A S

BAY

RIVERSIDE

VENICE

BURAS88

°5

°4

°3

°2

°1

°0

°5

29°00'

29°10'

29°20'

29°30'

°5

°0

°1

°2

°3

°4

°5

29°10'

29°00'

29°30'

29°20'

EMPIRE

EMPIRE LOCKS

CUBITS GAP

M A

P A S S

LOUTRE

P A S S

A P

A S S

S O

U T

S O

U T

H W

E S T

P A S S

EAST JETTY

WEST JETTY

-5

-15

C-04

H -1

-4

C -0

G N

E S

.0 .0 A

H P

P I

E R R

E V

E T

M E

N T S

BURRWOOD BAYOU CLOSURE

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

0' TO -20'

-20' TO -64'

-65' OR GREATER

(FEET)

WATER DEPTH

OF STONE (INCHES)

AVERAGE THICKNESS

MILEAGE (AHP)

MISSISSIPPI RIVER

10.0 TO 30.0

30.0 TO 50.0

50.0 TO 70.0

70.0 TO 90.0 8'

(FEET)

CROWN ELEVATION

TABLE 1. SUBAQUEOUS STONE PAVING THICKNESS

TABLE 2. FORESHORE DIKE ELEVATIONS

14"

18"

24"

C-05

H -1

-4

C -0

G N

SCALE: NOT TO SCALE

TYPICAL STONE DIKE - SECTION

MATTRESS TOE

WATER SURFACE

RIVER BED

TOP OF BANK

10" THICK STONE UPPER BANK PAVING

TOP OF BANK

GRADED BANK (SLOPE VARIES)

WATER SURFACE

10" THICK STONE UPPER BANK PAVING

TOP OF BANK

GRADED BANK (SLOPE VARIES)

ARTICULATED CONCRETE MATTRESS

WATER SURFACE

SLOPE VARIES

20" THICK STONE PAVING

ARTICULATED CONCRETE MATTRESS

6" THICK FILTER BLANKET BELOW THE WATER SURFACE

4" THICK FILTER BLANKET ABOVE THE WATER SURFACE

FILTER BLANKET (CRUSHED STONE)

NEW STONE UPPER BANK PAVING

6" THICK FILTER BLANKET BELOW THE WATER SURFACE

4" THICK FILTER BLANKET ABOVE THE WATER SURFACE

6" THICK FILTER BLANKET BELOW THE WATER SURFACE

4" THICK FILTER BLANKET ABOVE THE WATER SURFACE

SLOPE VARIES

1V O

N .5

H 1V O

N 1.5H

SCALE: NOT TO SCALE

DIKE AND SUBAQUEOUS STONE TABLES

(THICKNESS VARIES, SEE TABLE 1.)

STONE SUBAQUEOUS PAVING

STONE DIKE (ELEVATION VARIES, SEE TABLE 2.)

REVETMENT BASELINE

LATERAL DRAINAGE DITCH

STONE UPPER BANK PAVING

STONE SUBAQUEOUS PAVING

ARTICULATED CONCRETE MATTRESS

LWRP

TOP OF BANK

LWRP

ANCHOR SYSTEM FOR WATER DEPTHS LESS THAN 75' ANCHOR SYSTEM FOR WATER DEPTHS GREATER THAN 75'

4' 4'

DEPRESSION AREA

SURFACE

GROUND

ORIGINAL

SURFACE

GROUND

ORIGINAL

SURFACE

GROUND

ORIGINAL

SURFACE

GROUND

ORIGINAL

SLOPE VARIES

TOP OF BANK

O R F

L A

T T

E R

V O

O R F

L A

T T

E R

V O

LAND SIDE RIVER SIDE

VARY

SLOPES

VARY

SLOPES

CENTERLINE OF LATERAL DITCH

RIVER SIDE EDGE OF LATERAL DITCH

CENTERLINE OF LATERAL DITCH

TOP OF BANK

ORIGINAL GROUND SURFACEORIGINAL GROUND SURFACE

SLOPE VARIES

10" THICK STONE UPPER BANK PAVING

DEPRESSION AREA

LAND SIDE RIVER SIDE

SCALE: NOT TO SCALE

TYPICAL RIVER BANK ARMORING

SCALE: NOT TO SCALE

TYPICAL ARTICULATED CONCRETE MATTRESS REVETMENT - DETAIL

SCALE: NOT TO SCALE

TYPICAL STONE REVETMENT - DETAIL

SCALE: NOT TO SCALE

TYPICAL REVETMENT SHORE ANCHORING - PLAN

T Y

A L P

L A

N S

D E

T A

S A

N D S

E C

N S

S Q

U A

R E X

S Q

U A

R E X

' - 1

SCALE: NOT TO SCALE

TYPICAL LAYOUT OF NEW BANK ARMORING - PLAN

(SEE TABLE 2.)

VARIES

C-4

SCALE: NOT TO SCALE

TYPICAL DRAINAGE DITCH - PLAN

B-4

SCALE: NOT TO SCALE

TYPICAL DRAINAGE DITCH - SECTION

WHICHEVER IS THE LOWER ELEVATION.

A MAXIMUM OF 40 FEET ABOVE THE WATER SURFACE,

B. MID BANK (BETWEEN THE LWRP AND THE TOP OF BANK) OR

SURFACE, WHICHEVER IS THE HIGHER ELEVATION.

A. 5 FEET BELOW THE LWRP OR 10 FEET BELOW THE WATER

2. THE FILTER BLANKET (CRUSHED STONE) REQUIREMENTS ARE:

THE TOP OF BANK TO THE INSHORE EDGE OF THE MATTRESS.

1. A 10-INCH LAYER OF GRADE STONE "C" IS REQUIRED FROM

NOTES:

SCALE: NOT TO SCALE

TYPICAL STONE DIKE PAVING WITH ARTICULATED CONCRETE MATTRESS - DETAIL

CENTERLINE OF DIKE

DIKE

NEW ARTICULATED CONCRETE MATTRESS

EXISTING MATTRESS

(1V ON 3H TO 1V ON 6H)

GRADED SLOPE VARIES

4' 4' 4' 4'

8' 8' 8' 8' 8' 8'

ONE SINKING PLANT LAUNCH IS 156' WIDE (39 SQUARES) ONE SINKING PLANT LAUNCH IS 156' WIDE (39 SQUARES)

10' MINIMUM

VARIES

10' MINIMUM

4' 4'4' 4' 4'4'

WHICHEVER IS THE LOWER ELEVATION.

A MAXIMUM OF 40 FEET ABOVE THE WATER SURFACE,

B. MID BANK (BETWEEN THE LWRP AND THE TOP OF BANK) OR

SURFACE, WHICHEVER IS THE HIGHER ELEVATION.

A. 5 FEET BELOW THE LWRP OR 10 FEET BELOW THE WATER

2. THE FILTER BLANKET (CRUSHED STONE) REQUIREMENTS ARE:

SUBAQUEOUS STONE PAVING.

THE TOP OF BANK TO THE INSHORE EDGE OF THE

1. A 10-INCH LAYER OF GRADE STONE "C" IS REQUIRED FROM

NOTES:

FILTER BLANKET REQUIREMENTS.

3. REFER TO THE TASK ORDER PLANS AND SPECIFICATIONS FOR

STONE DIKE.

THE INSHORE EDGE OF THE MATTRESS AND THE TOE OF THE

2. A 20-INCH LAYER OF GRADE STONE "C" IS REQUIRED BETWEEN

DETAILS.

AND THE TASK ORDER PLANS AND SPECIFICATIONS FOR

MISSISSIPPI RIVER MILEAGE. REFER TO TABLE 2. BELOW

1. THE ELEVATION OF THE DIKE VARIES BASED UPON THE

NOTES:

EXISTING STONE UPPER BANK PAVING

FILTER BLANKET

VARIES

WIDTH

(SEE B-4, NOTE 1. BELOW)

TOPOGRAPHY SECTION LINE

1. THE TOPOGRAPHY ALONG THE TOPOGRAPHY SECTION LINE IN C-4 IS SHOWN FOR CLARITY ONLY.

NOTE:

ANCHOR CABLES

C-4

B-4

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

C-06

-1

-4

C -0

G N

T Y

A L P

L A

N S P

R O

E S A

N D S

E C

N S

REVETMENT BASELINE

LATERAL DRAINAGE DITCH

STONE UPPER BANK PAVING

STONE SUBAQUEOUS PAVING

LWRP

SCALE: NOT TO SCALE

TYPICAL LAYOUT OF EXISTING BANK ARMORING - PLAN

UPPER BANK PAVING

ASPHALT OR CONCRETE

TOP OF BANK

SCOUR AREA

DRAINAGE DITCH

DIKE PAVING

RIVER SIDE LAND SIDE

SCOUR AREA

TOP OF BANK

DIKE

V O

N .5

V O

N .5

SCOUR AREA

DEFICIENT AREA

UNDISTURBED ELEVATION UNDISTURBED ELEVATION

TO THE ADJOINING UNDISTURBED DIKE ELEVATION

RESTORE THE DEFICIENT DIKE ELEVATION AREA

DIKE

V O

N .5

V O

N .5

DEFICIENT AREA

DIKE

STONE UPPER BANK PAVING

ARTICULATED CONCRETE CHANNEL MATTRESSES

C-1

SCALE: NOT TO SCALE

TYPICAL STONE OVERBANK DIKE - PROFILE

C-4

SCALE: NOT TO SCALE

TYPICAL STONE OVERBANK DIKE - SECTION

V A

4' CROWN

V A

STONE OVERBANK DIKE STONE OVERBANK DIKE

SHEET C-05, TABLE 2. FOR GENERAL GUIDELINES AND REFER TO THE SPECIFICATIONS FOR DETAILS.

1. THE ELEVATION OF THE DIKE VARIES BASED UPON THE MISSISSIPPI RIVER MILEAGE. REFER TO

NOTE:

CENTERLINE OF DIKE

SCALE: NOT TO SCALE

TYPICAL STONE FORESHORE DIKE REPAIR - PROFILE

A-4

SCALE: NOT TO SCALE

TYPICAL STONE FORESHORE DIKE REPAIR - SECTION

A-4

C-4

C-1

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+000+00 14+00 15+00

120+00

-20

-10

27+00 28+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 116+00 117+00 118+00 119+00 120+00

-20

-10

23+00 24+00 25+00 26+00

124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00121+00 122+00 123+00

V O

N .2

E L E

V A

N F

E E

T N

A V

-20

-10

L E

V A

N F

E E

T N

A V

E L E

V A

N F

E E

T N

A V

-20

-10

E L E

V A

N F

E E

T N

A V

ELEVATION +28'

ELEVATION +34' ELEVATION +40'

ELEVATION +40'

ELEVATION +34'

ELEVATION +27'

ELEVATION +20' ELEVATION +20'

-30

-20

E L E

V A

N F

E E

T N

A V

-10

E L E

V A

N F

E E

T N

A V

-30

-20

-10

1V ON 10H

V O

N .2

EXISTING BANKHEAD

1V O

N .2 5H

DIKE

D E

FIC

N T A

R E A

1V O

N 1.25H

DESIGN TEMPLATE

LWRP = 11.2 NAVD88 LWRP = 11.2 NAVD88

STA. 27+00

STA. 13+15 = TRENCHFILL

CHUTE CLOSURE TIE IN

LWRP = 11.2 NAVD88LWRP = 11.2 NAVD88

STA. 27+00

CHUTE STA. 13+15 = TRENCHFILL

TRENCHFILL REVETMENT TIE IN

DESIGN TEMPLATE (+28.6')

EXISTING GROUND (19

96)

EXISTING GROUND (1990)

FIELD CONDITIONS.

SPECIFICATIONS FOR THE CURRENT REQUIREMENTS AND EXISTING

2007 IS 12.9 FEET (NAVD88). REFER TO THE TASK ORDER PLANS AND

(LWRP) WAS 11.2 FEET (NAVD88). THE CURRENT LWRP IN USE SINCE

3. AT THE TIME OF CONSTRUCTION, THE LOW WATER REFERENCE PLANE

2. THE SLOPE OF NATURAL REPOSE IS 1V ON 1.25H.

1. GRADE STONE "A" IS USED WHEN REPAIRING THE STONE STRUCTURES.

NOTES:

C-08

-1

-4

C -0

G N

P R

O F

E S A

N D S

E C

T R

E N

C H

L A

N D C

H U

T E C

L O

S U

R E

H O

G P

T C

H A

N N

E L W

O R

K S

SCALE: NOT TO SCALE

TRENCHFILL REVETMENT - PROFILE ALONG S.A.L.

SCALE: NOT TO SCALE

CHUTE CLOSURE DIKE - PROFILE ALONG S.A.L.

SCALE: NOT TO SCALE

TYPICAL CHUTE CLOSURE DIKE - SECTION

CENTERLINE OF DIKE

(MINIMUM)

5' CROWN

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

V 10

(FEET)

DIKE HEIGHT

(FEET)

CROWN WIDTH

FOR STONE HARD POINTS

TABLE 3. VARIABLE DIMENSIONS

C-09

-1

-4

C -0

G N

LAND SIDE CHANNEL SIDE

STONE KEY

1V O N 1.5H

WATER SURFACE (VARIES)

SLOPE (VARIES)

NOTE: THE STONE KEY IS 6 FEET WIDE

TOP OF BANK

SCALE: NOT TO SCALE

TYPICAL LAYOUT OF STONE HARD POINTS - PLAN

CHANNEL SIDE

LAND SIDE

STONE KEY

STONE LATERAL DIKE

STONE HARD POINT

TOP OF BANK

WATER SURFACE

2. CONSTRUCTION OF THE STONE LATERAL DIKE MAY NOT BE REQUIRED. SEE THE CONSTRUCTION TASK ORDER FOR DESIGN DETAILS.

1. THE NUMBER AND LENGTHS OF THE STONE HARD POINTS VARY DEPENDING UPON THE EXISTING CONDITIONS AT THE CONSTRUCTION SITE.

NOTES:

EXISTING STONE OR GROUND

TIE IN THE LATERAL DIKE TO THE

EXISTING STONE OR GROUND

TIE IN THE LATERAL DIKE TO THE

B-2

SCALE: NOT TO SCALE

TYPICAL STONE HARD POINT - PROFILE

A-1

SCALE: NOT TO SCALE

TYPICAL STONE HARD POINT - SECTION

A-4

SCALE: NOT TO SCALE

TYPICAL STONE LATERAL DIKE - SECTION

1V O N 1.25H

1V O

N .2 5H

HARD POINT

1. SEE TABLE 3. FOR VARIABLE DIMENSIONS OF DIKE HEIGHTS AND CROWN WIDTHS.

NOTE:

1V O N 1.25H

1V O

N .2 5H

CENTERLINE OF DIKE

CENTERLINE OF LATERAL DIKE

P L

A N P

R O

E A

N D S

E C

N S

T Y

A L S

T O

N E H

A R

D P

LATERAL DIKE

HARD POINT

VARIES

50'

20'

VARIES

V A

20'

A-4

B-2

A-1

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

N M

A R

K A

P P

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

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

NEW ORLEANS DISTRICT

W P

-X

A N

S I E

J O

H N M

A R

C H

A N

J O

H N M

A R

C H

A N

J G

M D

E R

F E

H -1

-4

T O

N E P

L A

C E

M E

N T

L O

N A A

N D M

P I

A N

D O

L D R

E R C

O N

T R

O L C

H A

N N

E L S

C O

N T

R A

C T

E F

E D

E L

E R

Y I

N D

E F

E Q

U A

N T

F L

O O

D C

O N

T R

O L

E R A

N D T

U T

A R

P I, A

T C

H A

F A

L A

Y A

A N

D R

E D R

E R

W P -1

-B -0

C-10

-1

-4

C -1

G N

STONE UPPER BANK PAVING

TOP OF BANK

UPSTREAM DOWNSTREAM

T N

LAND SIDE

SCALE: NOT TO SCALE

STONE BERM CONSTRUCTION LIFT SEQUENCE - PLAN

TOP OF BANK

ARTICULATED CONCRETE MATTRESS

DESIGN TEMPLATE

GRADED BANK (SLOPE VARIES)

STONE UPPER BANK PAVING

LIFT NO. 1

LIFT NO. 2

LIFT NO. 3

LIFT NO. 4 5'

START LIFT NO. 1

START LIFT NO. 2

START LIFT NO. 3

START LIFT NO. 4

END LIFT NO. 4

CHANNEL SIDE

END LIFT NO. 1

END LIFT NO. 2

END LIFT NO. 3

STONE BERM

TOE OF STONE BERM

TOP OF STONE BERM

A-1

SCALE: NOT TO SCALE

STONE BERM CONSTRUCTION LIFT SEQUENCE - SECTION

P L

A N A

N D S

E C

C O

N S

T R

U C

N L

T S

E Q

U E

N C

S T

O N

E B

E R

ARTICULATED CONCRETE MATTRESS ARTICULATED CONCRETE MATTRESS ARTICULATED CONCRETE MATTRESS ARTICULATED CONCRETE MATTRESS

DISTANCE VARIES

WATER SURFACE (VARIES)

BEFORE PROCEEDING TO THE NEXT LIFT.

C. ALL LOW AREAS AND/OR GAPS WITHIN THE LIFT LIMITS SHALL BE FILLED TO THE DESIRED ELEVATION

VERTICAL HEIGHT OF FIVE FEET FOR THE ENTIRE LENGTH OF THE LIFT.

B. UNLESS OTHERWISE SPECIFIED IN THE TASK ORDER, EACH LIFT SHALL BE CONSTRUCTED TO A

A. THE CONSTRUCTION OF EACH LIFT SHALL PROCEED IN A CHANNELWARD TO A LANDWARD DIRECTION.

3. THE STONE BERM LIFT SEQUENCE METHOD IS AS FOLLOWS:

THE STONE BERM LIFT SEQUENCE METHOD.

2. TO MINIMIZE THE RISK OF A SLOPE FAILURE, STONE BERMS ARE REQUIRED TO BE CONSTRUCTED USING

UPON THE DESIGN TEMPLATE USED TO ACHIEVE THE REQUIRED SAFETY FACTOR(S).

1. THE TOTAL AMOUNT OF LIFTS REQUIRED AND THE INDIVIDUAL LENGTHS OF EACH LIFT VARY DEPENDING

HORIZONTAL LIFTS.

1. STONE BERMS SHALL BE CONSTRUCTED TO FULL GRADE AND SECTION BY THE PLACING OF STONE IN

NOTES:

A-1

2018 Stone Placement Final Plans ED18-001.pdf

H-13-48119_G-01

H-13-48119_G-02

H-13-48119_C-01

H-13-48119_C-02

H-13-48119_C-03

H-13-48119_C-04

H-13-48119_C-05

H-13-48119_C-06

H-13-48119_C-07

H-13-48119_C-08

H-13-48119_C-09

H-13-48119_C-10

File details come from the government source that posted it.