A02_Solicitation Drawings 23B0016.pdf

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:35:59 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_G-001.dgn

F

IL

E

N U

M B

E R

F

IL

E N

A M

E

A N

S I

D

P R

O J E

C T

W

IS

E

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILSX-501

RIGHT OF WAY PLANR-101

MONOLITH JOINT AND WATERSTOP DETAILSS-501

MONOLITH JOINT PLAN -- JOINTS 75/76, 76/77, & 78/79S-104

MONOLITH JOINT PLAN -- JOINTS 53/54 & 72/73S-103

MONOLITH JOINT PLAN -- JOINTS 66/67, 55/56, & 63/64S-102

STRUCTURAL PLANS-101

STRUCTURAL NOTES AND GENERAL DETAILSS-002

STRUCTURAL NOTES AND LEGENDS-001

EXCAVATION AREA TYPICAL SECTIONC-501

PLAN AND PROFILE MONOLITHS 54 - 59C-104

PLAN AND PROFILE MONOLITHS 60 - 66C-103

PLAN AND PROFILE MONOLITHS 73 - 79C-102

OUACHITA RIVER FLOODWALL REPAIR -- DEMOLITION PLAN & DETAILC-101

BORING LOGSB-201

BORING PLAN MONOLITHS 54 - 59B-103

BORING PLAN MONOLITHS 60 - 66B-102

BORING PLAN MONOLITHS 73 - 79B-101

SOIL BORING LEGENDB-001

CONTROL LINE DATA AND UTILITY DISPOSITIONG-601

VICINITY MAPG-002

COVER SHEET & INDEX TO DRAWINGSG-001

SHEET TITLESHEET ID

INDEX TO DRAWINGS

DESIGN DETAILS - STEEL REINFORCEMENTSHEET NO. 11

GENERAL DESIGN - SEWER OUTLETSSHEET NO. 10

GENERAL DESIGN - WALL TYPES "D" AND "E"SHEET NO. 9

GENERAL DESIGN WALL TYPE "C"SHEET NO. 8

GENERAL DESIGN - WALL TYPE "A"SHEET NO. 6

GENERAL PLANSHEET NO. 4

ALIGNMENT AND PROFILESHEET NO. 2

GENERAL LOCATIONSHEET NO. 1

SHEET TITLESHEET ID

REFERENCE DRAWINGS

J H

IN

T

O N

P

.E

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

D W

A L

L A

C E

P

.E

G-001

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

OUACHITA RIVER FLOODWALL REPAIR

OUACHITA PARISH, LOUISIANA

FC&CE, OUACHITA RIVER BASIN, OUACHITA RIVER

VICKSBURG DISTRICT

C O

V E

R S

H E

E T

T B

D

TBD

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

9-15-2023

W912EE23B0016

A N

S I

D

PROJECT LOCATION

B1

GENERAL PLAN MAP

SCALE: 1" = 500'

B6

SCALE: NTS

LOCALITY MAP

T B

D

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

G-002

V

IC

IN

IT

Y M

A P

D W

A L

L A

C E

P

.E

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

T R

U C

T U

R E

S S

E C

T

IO

N

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

.E

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

S . G

R A

N D

S T

S

G R

A N

D S

T

U S H

W Y

, B

U S

(J A

C K

S O

N S

T

U S H

W Y

, B

U S

(J A

C K

S O

N S

T

PROJECT LOCATION

JACK MCENERY STREET

THOMAS AVENUE

ALLEN AVENUE

MONROE NAVIGATION PROJECT OFFICE

Pine Bluff

Malvern

Hot Springs

Fordyce

Murfreesboro

Arkadelphia

Prescott

Hope

Camden

Hampton

City

Arkansas

Village

Lake

Eudora Crossett

El Dorado

Homer

Ruston

Monroe

Bastrop

Farmerville

Delhi

Tallulah

Natchez Vidalia

Jonesville

Winnfield

Providence

Lake

A R K A N S A S

M O N T G O M E R Y

G A R L A N D

S A L I N E

P U L A S K I

J E F F E R S O N

G R A N T

H O T S P R I N G

C L A R K P I K E

P O L K

H E M P S T E A D

N E V A D A

O U A C H I T A

C A L H O U N

B R A D L E Y

L I N C O L NC L E V E L A N D

D A L L A S D E S H A

C H I C O T

A S H L E YA S H L E Y

U N I O NC O L U M B I A

U N I O N

C L A I B O R N E

M O R E H O U S E

W E S T

C A R R O L L

C A R R O L L

E A S T

L I N C O L N

B I E N V I L L E

J A C K S O N

O U A C H I T A

R I C H L A N D

C A L D W E L L

F R A N K L I N

T E N S A S

M A D I S O N

W I N N

L A S A L L E

C O N C O R D I A

Y E L L

OUACHITA

RIVER

Caddo

River

O U A C H I T A

RIVER

Missouri

River

Terre

Noire

Creek

C r e e k

Tu li p

Ozan

Cr ee k

Saline

R i v e r

Bayou

Bartholomew

Arkansas

River

Mi ss is si pp i

Ri ve r

M o r o

C r e e k

Boe uf

Riv er

Ba yo u

Ma co n

Tens as

R i v e r

Ba yo u

Ba rt ho lo me w

O v e r f l o w

C r e e k

C r e e k

Big

Ba yo u

Bo eu f

R i v e r

C o l e w a

Cr ee k

T e n s a s

R i v e r

O U A C H I T A

RIVER

Little

Corney

Corney

Bayou

Bayou

Bayou

D'Arbonne

D'Arbonne

Bayou

Middle

Fork

Bayou

D'Arb onne

Dugdemona

River

Castor

C r e e k

Little

River

B l a c k

R i v e r

OUACHITA

LAKE

LAKE

DE GRAY

GREESON

LAKE

Catherine Lake

C A T A H O U L A

Mi ss is si pp i

R i v e r

Calion

M I L L E R

L A F A Y E T T E

Magnolia

Texarkana

C A D D O

B O S S I E R

W E B S T E R

R E D R I V E R

N A T C H I T O C H E S

D E S O T O

G R A N T

R A P I D E S

A V O Y E L L E S

Springhill

SHREVEPORT

Minden

Arcadia

Mansfield

Coushatta

Natchitoches

ALEXANDRIA

Pineville

Re d

C h u t e

M c

K i n n e y

B ay ou

Sulphur

River

P o s t e n

Ba yo u

B a y o u

Bo dc au

B a y o u

Do rc he at

D o r c h e a t

Bayou

RED

RIVER

Old River

B l a c k

L a k e

Bayou

Sa li ne

Ba yo u

Bayou

R e d

Chute

Iatt

Creek

Cane

River

Cyp res s

Bayou

Pierre

Black

Bayou

M I S S I S S I P P I

ROCK

LITTLE

Hamilton Lake

65165

E

W

82 3

W

W

E

Dealing Plain

City Bossier

Monroe West

Lake Caddo

Lake Wallace

B

Lake Catahoula

LAKE

ARKABUTLA

LAKE

SARDIS

LAKE

ENID

LAKE

GRENADA

R i v e r

L

R

Bluff Holly

Fork Rolling

Marks

Darling

Belzoni

Ti pp ah

Tal lah atc hie

River

Sku na

River

Riv er

C o l d w a t e r

B og ue

P h a l i a

S t e e l e

Ba yo u

YA

ZO

O

Riv er

Otouca lofa Cr.

T a l l a h a t c h i e

VICKSBURG

Greenwood

GREENVILLE

Sardis

Tunica

Grenada

Enid

Cleveland

S u n f l o w e r

CLARKSDALE

Ascalmore

Cr

Hernando

Big San d Cr

Teoc Cr

Potacocowa Cr

Sabougla

Cr

Cr

Tillatoba

L

Tall ahat chie

Ri ve r

Cr

Co ld wa te r

River

Abiaca

Cr

Pelucia

Cr

Chi cop a Cr

Fa nn eg us ha

Cr

Black

Cr

Tchu la

Lak e

S u n f l o w e r

River

Harris

Bayou

Indianola

Po rt er s

Bayou

Be ar

Cre ek

Q u i v e r

B l a c k

B a y o u

P A

N O

L A

FLOODWAY

Q U I T

M A

N

M a i n

Canal i g

S u n f l o w e r

Riv er

Cassidy

Bayou

W

IL

L

M

W H

IT

T

IN

G T

O N

C H

A N

N E L

Ar ka bu tl a

Canal

Yocona R

Yocona

Yalob usha

Cr ee k

De er

Yazoo City

Hick ahal a

A U

X

IL

IA

R Y

River

Riv er

D E S O T O

M A R S H A L L

B E N T O N

T I P P A H

U N I O N

T A T E

T U N I C A

P A N O L A

L A F A Y E T T E

P O N O T O C

C O A H O M A

Q U I T M A N

S U

N F

L O

W E

R

T A L L A H A T C H I E

Y A L O B U S H A

C A L H O U N

C

H

I C

K

A

S

W

G R E N A D A

M

O N T G O M

E R Y

W E B S T E R L E F L O R E

C A R R O L L

H O L M E S

W A S H I N G T O N

S H A R K E Y

H U M P H R E Y S

I S S A Q U E N A

W A R R E N

Y A Z O O

B O L I V A R

RIV

ER

R i v e r

Springs

Holly

Bi g

Bl ac k

River

Big Bywy Ditch

Yo ck an oo ka ny

Riv er

L o b u t c h a

Creek

Pear l

River

Reservoir

Ross Barnett

Tuscolameta

Creek

Pearl

RiverBogue

Chitto

W es t H o b o l o c h i t t o

C r e e k

Buff alo

River

Ho mo ch it to

Ri ve r

Coles

Cre ek

Bayou

Pierre

Eupora

Winona

Durant Kosciusko

Carthage

Canton

Forest

JACKSON

Mendenhall

Springs

Crystal

Brookhaven

McComb

Tylertown

Bogalusa

Franklinton

Columbia

Picayune

Woodville

Fayette

Gibson

Port

Utica

C H O C T A W

W I N S T O N

A T T A L A

N E S H O B A

K

P

E

RL E A K E

M A D I S O N

S C O T T

T

O

H I N D S

R A N K I N S

I T

H

S I M P S O N

C O P I A HC L A I B O R N E

J E F F E R S O N

A D A M S

F R A N K L I N

W I L K I N S O N P I K E

W A L T H A L L

L I N C O L N

L A W R E N C E D A V I S

J E F F E R S O N

M A R I O N

L A M A R

W A S H I N G T O N

R I V E R

P E A R L

H A N C O C K

MISSISSIPPI

LOUISIANA

Lonoke

Stuttgart

Bayou

Meto Salt

Little

W a b b a s e k a

Bayou

St ro ng

Riv er

P U L A S K I

L O N O K E

A R K A N S A S

A M I T E

Gillett

McGehee

Dumas

C on ne rl y

Ba yo u

Macon

Lake

Canal

No.

Lake Calion

Lit tle

R

St John Lake

B a y o u

Bi g

Ba yo u

Ca ne y

F l e s c h m a n s

B

B Mi ll

T e n s a s

Ba yo u R u s s

Ca na l

No

Canal

No.

No.

Canal

Canal

No.

Black

Pond Slough

Ba yo u

Ma co n

B a y o u

M ac onD iv er so n C an al

N o

B oe uf R iv er

Cl ay

B

B

146.4

6.2

.5

.3

.6

.2

.9

8.0

7.1

Lo ng

Br

Cocodrie

Wild Cow

Bayou

B a y o u

Lake Cheniere

Creek

Cheniere

Bawcomville

River Lake Black

Flood Wall

Columbia

Fulton

Field B

Ma ni ec e

B

Lewisville

L o g g y

Flate

R i v e r

.0

Bourbeaux

Boyce

Colfax

Marksville

Moncla

Collins Cr

Satartia

Wolf

La ke

To ke ba

B

Lake

George

Panthe r

Creek

A U

X

IL

IA

R Y

C H

A N

N E L

L O

W E

R

Snake

Cr

Marksville

Lake Bee

Lake Horseshoe

Ti pp o

B P a t t e r s o n

C r

Ma rs h

B

Tu rk ey B

B

Gi n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bayo u

Mound

B

Black

Bayou

Pa rk s

B

Bo gu e

H a s t y

Sn ak e

C r

C l e a r

Cr

Ditchlow

B

Ba yo u

Tw in L ak e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Dow lin g

Ri ve r

H u s h p u c k e n a

Lake Whiting

Mi ll

Hull

C r

Br

Lake Moon

Pass Yazoo

.0

7.8

.7

7.5

69.7

9.

.1

BFi gh ti ng

.8

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

.4

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

T

EX

A S

Mc Ki nn ey

B

Laf our che

G a r la n d

C it y

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Choct aw

B a y o u

B o e u f

L

Creek

Staulkinghead

Little River

Pearl

West

River

P e a r l

River

Lake Tunica

Chicot Lake

Providence Lake

Plant

Pumping

Cocodrie

Wall

Flood

Lake Eagle

Mary Lake

Iatt Lake

Lake Saline

Lake Clear

Bistineau Lake

Lake D'Arbonne

Claiborne Lake

Lake Badcau

Reservoir Cypress Bayou

Lake Cross

Lake Corney

Erling Lake

Lake Bayou Black

Lake Black

L O U I S I A N A

Ba yo u

Sa ra

T h o m p s o n

Cr

Ri ve r

A m i t e

Wallace

Bayou

Bayou

Rigolette

0.0 210.5

Canal

No.

Ext.

.4

Canal

No.

Ext.

11.3

0.0

Bayou

Rapides

35.0

Wh it e

Ri ve r

D a v i d

B u r r e l l

Ba yo u B a y o u

23.2

Old

Ba yo u

B o b o

.9

R

Ta ll ah at ch ie

Li tt le

Deep B

Tuck er

B

32.50

Ba yo u a y o u

Bayou

Meto B i g

Meto

Bayou

0 4000'2000'

N N

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:14 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_G-601.dgn

D U

T

IL

IT

Y

D

IS

P O

S

IT

IO

N

A N

S

J H

IN

T

O N

P

.E

D W

A L

L A

C E

P

.E

C O

N T

R O

L L

IN

E

D A

T A

G-601

T

H A

S S

E L

L

J S

T O

U F

F E

R P

.E

U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

T B

D

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

O

U A

C H

IT

A

R

IV

E R

F L

O O

D W

A L

L R

E P

IR

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:18 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_B-001.dgn

S

X

IL

E N

U M

B E

R

F

IL

E N

A M

V

IC

K

S B

U R

G

M

IS

S

IS

S

IP

P I

V

IC

K S

B U

R G

D

IS

T R

IC

T

S O

IL

B

O R

IN

G

L E

G E

N D

B-001

D .W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

J.

K

IN

G

J S

T O

U F

F E

R P

.E

T B

D J H

IN

T

O N

P

.E

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

NOTES:

Are natural water contents in percent dry weight

GRAVEL,Well Graded, gravel-sand mixtures, little or no fines

GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

VS

T

Q

R

S

C

FIGURES TO RIGHT OF BORING

Are values of cohesion in lbs./sq. ft from unconfined compression test

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

Denotes location of sample subjected to consolidation test and each of the above three types of shear test **

FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"

Denotes free waterFW

Are liquid limits and plastic limits, respectfully per second of undisturbed sample

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

Where underlined with a dashed line denotes laboratory permeability in centimeters

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity

ORGANIC SILTS and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

GW

GP

GM

GC

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

Pt

Wd

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

F

IN

E

G R

A

IN

E D

S O

IL

S

C O

A R

S

G

A

IN

E D

S O

IL

S

G R

A V

E L

S S

A N

D S

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

(Appreciable

Amount of

Fines)

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols

A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)

(Liquid Limit < 50)

(Liquid Limit > 50)

M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n

Amount of Fines)

(Little or No Fines)

(Little or No Fines)

CLAYS

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n

N o s ie v e s iz e

When underlined denotes D size in mm *

M o re t h a n h a lf o f c o a rs e o

.4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n

N o s ie v e s iz e

N o .2 s ie v e s iz e

M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n

" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8

(1

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .

10 10 on the drawings.

** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs

0 20 40 60 80

OH

MH

CH

"U L

IN

E

"A

LI

N E

CL

CL - ML OL

ML

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I

P L

A S

T

IC

IT

Y

I N

D E

X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

So

M

St vSt

H

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

< 250

> 4000

SYMBOLCOLOR

T

Y

R

BK

GR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Gn

Bl

Bl Gn

Wh rd

Mot

SSIS

SISS

w/

D vD

Tr-

F

M

C cc rt lg sh sds slf

O

CS

SIS

SS

S

G

B

SL

Wd

Ox

Cr

Lo

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface

1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.

that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.

examination and is approximate, except within those vertical reaches of the borings where shear

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual

10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.

4. The detailed explanation of the Unified Soil Classification System is presented in

GENERAL NOTES

MONOLITH 79MONOLITH 78MONOLITH 77MONOLITH 76MONOLITH 75MONOLITH 74MONOLITH 73

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:23 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_B-101.dgn

S

A1

BORING PLAN - MONOLITHS 73 -- 79

SCALE: 1" = 20'

D W

A L

L A

C E

P

.E

B-101

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

T B

D

B O

R

IN

G P

L A

N J H

IN

T

O N

P

.E

J.

K

IN

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

R2 R3

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

DO NOT DISTURB)

INCLINOMETER

(BORING AND SLOPE

MFW-1-13

EXISTING LEVEE

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

20' 40'0

N

M A

T C

H L

C

MONOLITH 66MONOLITH 65MONOLITH 64MONOLITH 63MONOLITH 62MONOLITH 61MONOLITH 60MONOLITH 59MONOLITH 58MONOLITH 57MONOLITH 56MONOLITH 55MONOLITH 54

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:29 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_B-102.dgn

S

W

A L

L A

C E

P

.E

B-102

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

A1

BORING PLAN - MONOLITHS 60 -- 66

SCALE: 1" = 20'

T B

D

B O

R

IN

G P

L A

N J H

IN

T

O N

P

.E

J.

K

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

DO NOT DISTURB)

INCLINOMETER

(BORING AND SLOPE

MFW-1-15T

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

M A

T C

H L

IN

E

20' 40'0

N

M A

T C

H L

IN

E

MONOLITH 66MONOLITH 65MONOLITH 64MONOLITH 63MONOLITH 62MONOLITH 61MONOLITH 60MONOLITH 59MONOLITH 58MONOLITH 57MONOLITH 56MONOLITH 55MONOLITH 54

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:35 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_B-103.dgn

S

BORING PLAN - MONOLITHS 54 -- 59

SCALE: 1" = 20'

J H

IN

T

O N

P

.E

D W

A L

L A

C E

P

.E

B-103

J.

K

IN

G

J S

T O

U F

F E

R P

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

T B

D B

O R

IN

G

P L

A N

R1

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

6B4

DO NOT DISTURB)

PIEZOMETER

(BORING AND

MFW-2-15U

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

20' 40'0

N

M A

T C

H L

IN

E

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:43 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_B-201.dgn

S

.W

A L

L A

C E

P

.E

B O

R

IN

G L

O G

S

B-201

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

T B

D

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

A1

SCALE: NTS

BORING LOGS

J H

IN

T

O N

P

.E

J.

K

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

-10

-10

ML

CL

ML

CH

CL

CH

SC

CH

(19)

GR

R

BR

GR

GR&BR

GR

BR

GR

0.03

CS,-200=83.5%

CS,UNTRIMMIBLE,-200=88.5%

vSt

SIS

CS,UNTRIMMIBLE

SIS

St,SL,UNTRIMMIBLE vSt vSt

So,SL,FAILED ON SL CRUMBLY vSt

M

M vSt

M,SL,CC,LARGE CC IN SAMPLE

vSt

O

St, RT, OX, SL vSt

So,OX,RT vSt

CS,-200=29.6%

G

H,CC,G,TERTIARY

09-09-2013

1O D

LONG. 920655

LAT. 322821.4

LL W

FIELD BOOK NO. B.B. 8192

MFW-1-13

76G.S.E.PL

E L

E V

A T

IO

N

I N

F E

E T

N .A

.V .D

E L

E V

A T

IO

N

I N

F E

E T

N .A

.V .D

-10

-10

ML

CL

CH

CH

ML

CH

CH

CH

CL

WD

GP

CH

(69)

(WH)

(34)

(59)

S

RT,S

RT,S

RT

RT

M,SIS

M,Q 630 PSF

M,CRUMBLY

SO,SL, Q 300 PSF

M,CRUMBLY,RT, SIS,RIP-RAP @ 23.0-24.0

CS

CS

M,CRUMBLY

M,CRUMBLY,CC

M,SIS

M,CRUMBLY,CC

M,RT

M,SIS

SIS

M,SIS

M,SIS

M,SIS

M,SIS

M,O

M

M

St,Q 1,130 PSF,Q 750 PSF

M

St,Q 960 PSF,Q 1,040 PSF

GR&BR

BR&GR

GR&BR

BR&GR

GR&BR

GR

GR&BR

GR

BR

GR&BR

08-10-2015

1O D

LONG. 92.11542

LAT. 32.47115

LL W

FIELD BOOK NO. B.B. 8216

MFW-1-15T

76.5G.S.E.PL

ML

CH

CL

CH

ML

CH

FW

FW

(17)

(3)

RT

vSt vSt

M,Q 500 PSF

vSt,CRUMBLY

M,CRUMBLY,SIS, OX,Q 450 PSF

St

M

M,WD,Q 610 PSF

vSt vSt,SIS

M,SIS, CC,Q 790 PSF,Q 740 PSF

vSt vSt

M,Q 760 PSF,Q 1,020 PSF

St

BR

R

GR&BR

GR

GR&BR

BR

BR&GR

GR&BR

08-14-2015

1O D

LONG. 92.11556

LAT. 32.47009

LL W

FIELD BOOK NO. B.B. 8216

MFW-2-15U

75.8G.S.E.PL

E L

E V

A T

IO

N

I N

F E

E T

N .A

.V .D

E L

E V

A T

IO

N

I N

F E

E T

N .A

.V .D

(TO REMAIN)

APPROX. 1' BELOW GRADE)

APPROX. 1' ABOVE GRADE AND

(TOP OF PILE STAGGERED 2',

EXISTING PMA 22 SHEET PILE

(TO REMAIN)

CONCRETE COUNTERFORT

EXISTING REINFORCED

(TO REMAIN)

EXISTING 8" H-PILE

(TO BE REMOVED)

CONCRETE I-WALL

EXISTING REINFORCED

(TO BE REMOVED)

CONCRETE I-WALL

EXISTING REINFORCED

(TO REMAIN)

APPROX. 1' BELOW GRADE)

APPROX. 1' ABOVE GRADE AND

(TOP OF PILE STAGGERED 2',

EXISTING PMA 22 SHEET PILE

(TO REMAIN)

CONCRETE I-WALL

EXISTING REINFORCED

1'-6"1'-6"

C/L JOINT

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:50 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_C-101.dgn

S

MONROE LEVEE WALL - DEMOLITION PLAN

SCALE: 1" = 50'

D1

DEMOLITION DETAIL

SCALE: NTS

J H

IN

T

O N

P

.E

D W

A L

L A

C E

P

.E

C-101

J.

K

IN

G

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

D E

M O

L

IT

IO

N

P L

A N

D

E T

A

IL

T B

D

5/8 "

5 1/8 "

SEALANT

SEALANT

SEALANT

EXISTING MONOLITH

PREFORMED EXPANSION JOINT

MONOLITH

EXISTING

EXISTING 10" X 3/8"

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

EXISTING LEVEE CENTERLINE

EXISTING LEVEE CROWN

EXISTING LEVEE TOE

BETWEEN M78 AND M79

REMOVE AND REPLACE JOINT

BETWEEN M76 AND M77

REMOVE AND REPLACE JOINT

BETWEEN M75 AND M76

REMOVE AND REPLACE JOINT

BETWEEN M72 AND M73

REMOVE AND REPLACE JOINT

BETWEEN M66 AND M67

REMOVE AND REPLACE JOINT

BETWEEN M64 AND M65

REMOVE AND REPLACE JOINT

BETWEEN M63 AND M64

REMOVE AND REPLACE JOINT

BETWEEN M53 AND M54

REMOVE AND REPLACE JOINT

BETWEEN M55 AND M56

REMOVE AND REPLACE JOINT

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

50' 100'0

N

LAND SIDE

RIVER SIDE

PL

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P

IR

45 45

60 60 60 60

65 65

65 65

70 70

85 85

MONOLITH 79MONOLITH 78MONOLITH 77MONOLITH 76MONOLITH 75MONOLITH 74MONOLITH 73

MONOLITH 73 MONOLITH 74 MONOLITH 75 MONOLITH 76 MONOLITH 77 MONOLITH 78 MONOLITH 79

HP12X74 PILING, 8 FT SPACING CENTERED ON MONOLITH

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:36:58 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_C-102.dgn

S

D1

OUACHITA RIVER FLOODWALL PLAN - MONOLITHS 73 -- 79

SCALE: 1" = 20'

A2

OUACHITA RIVER FLOODWALL PROFILE - MONOLITHS 73 -- 79

HORIZONTAL SCALE: 1" = 20'

W

A L

L A

C E

P

.E

C-102

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

P L

A N

A N

D P

R O

F

IL

E T

B D

J H

IN

T

O N

P

.E

J.

K

IN

G

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

R2 R3

EXISTING LEVEE CENTERLINE

EXISTING LEVEE CROWN

EXISTING LEVEE TOE

EXISTING LEVEE TOE

SURVEY BASELINE

B1

B2

ROW = EDGE OF PAVEMENT

ROW = CENTERLINE OF ROAD

STARTING AT JACK MCENERY STREET

ROW = CENTERLINE OF SOUTH GRAND STREET

STAGING AREA

EXISTING WATER LINE

MONOLITHS 67 -- 72

SEE NOTE 10

SG1

SEE NOTE 10

SF1

SEE NOTE 10

SF1

0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+00

E L

E V

A T

IO

N

E L

E V

A T

IO

N

EXISTING PMA 22

MONOLITHS

67 -- 72

TOP OF WALL

EXISTING GROUND

NOT SHOWN

FOR CLARITY

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

20' 40'0

N

20' 40'0

VERTICAL SCALE: 1" = 10'

M A

T C

H L

IN

E S

T A . 3

SEE NOTE 10

SG1

50 50

50 50

50 50

55 55

55 55

60 60

60 60

65 65 65 65 65

65 65

70 70

70 70

75 MONOLITH 66MONOLITH 65MONOLITH 64MONOLITH 63MONOLITH 62MONOLITH 61MONOLITH 60MONOLITH 59MONOLITH 58MONOLITH 57MONOLITH 56MONOLITH 55MONOLITH 54

MONOLITH 60 MONOLITH 61 MONOLITH 62 MONOLITH 63 MONOLITH 64 MONOLITH 65 MONOLITH 66

HP12X74 PILING, 8 FT SPACING CENTERED ON MONOLITH

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:06 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_C-103.dgn

S

OUACHITA RIVER FLOODWALL PROFILE - MONOLITHS 60 -- 66

HORIZONTAL SCALE: 1" = 20'

D1

OUACHITA RIVER FLOODWALL PLAN - MONOLITHS 60 -- 66

SCALE: 1" = 20'

W

A L

L A

C E

P

.E

C-103

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

P L

A N

A N

D P

R O

F

IL

E T

B D

J H

IN

T

O N

P

.E

J.

K

IN

G

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

SURVEY BASELINE

ROW = CENTERLINE OF ROAD

STAGING AREA

EXISTING WATER LINE

B3

EXISTING MANHOLE

MONOLITHS 67 -- 72

SEE NOTE 10

SF1

SEE NOTE 10

SG1

PP1

LP1

100100

100100

5+005+205+405+605+806+006+206+406+606+807+007+207+407+607+808+008+20

E L

E V

A T

IO

N

E L

E V

A T

IO

N

EXISTING PMA 22

TOP OF WALL

EXISTING GROUND

NOT SHOWN FOR CLARITY

MONOLITHS 67 -- 72

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

VERTICAL SCALE: 1" = 10'

20' 40'0

20' 40'0

N

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E S

T A

C

50 50 50

55 55

55 55

60 60

70 70 70

70 70

MONOLITH 66MONOLITH 65MONOLITH 64MONOLITH 63MONOLITH 62MONOLITH 61MONOLITH 60MONOLITH 59MONOLITH 58MONOLITH 57MONOLITH 56MONOLITH 55MONOLITH 54

MONOLITH 54 MONOLITH 55 MONOLITH 56 MONOLITH 57 MONOLITH 58 MONOLITH 59

HP12X74 PILING, 8 FT SPACING CENTERED ON MONOLITH

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:14 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_C-104.dgn

S

A2

OUACHITA RIVER FLOODWALL PROFILE - MONOLITHS 54 -- 59

HORIZONTAL SCALE: 1" = 20'

D1

OUACHITA RIVER FLOODWALL PLAN - MONOLITHS 54 -- 59

SCALE: 1" = 20'

W

A L

L A

C E

P

.E

C-104

J S

T O

U F

F E

R P

.E

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

M O

N O

L

IT

H S

P L

A N

A N

D P

R O

F

IL

E T

B D

J H

IN

T

O N

P

.E

J.

K

IN

G

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

R1

ROW = CENTERLINE OF ROADENDING 100 FT FROM ALLEN STREET

ROW = CENTERLINE OF SOUTH GRAND STREET STAGING AREA

EXISTING WATER LINE

B4

SEE NOTE 10

SF1

SEE NOTE 10

SG1

100100

100100

8+008+208+408+608+809+009+209+409+609+8010+0010+2010+4010+6010+8011+00

E L

E V

A T

IO

N

E L

E V

A T

IO

N

EXISTING PMA 22

EXISTING MONOLITHS TOP OF WALL

EXISTING GROUND

LEGEND

SURVEY BASELINE

FLOODWALL CENTERLINE

TOP OF FLOODWALL

BORING LOCATION

STAGING AREA LIMITS

EXISTING SHEET PILE

FOR EXCAVATION. EXISTING SEWER LINE IS GROUTED.

10. TO BE REMOVED BY CONTRACTOR. REMOVE EXISTING SEWER LINE AS NEED

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 9.

OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED OUTSIDE 8.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 7.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 6.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH, NAD 3.

ZERO AZIMUTH IS FACING NORTH.2.

FOR DETAILS, SEE SHEET S-101 -- 104 AND S-501. 1.

GENERAL NOTES

VERTICAL SCALE: 1" = 10'

20' 40'0

20' 40'0

N

M A

T C

H L

IN

E

S T

A

L

O O

D W

A L

L E

X

IS

T

IN

G G

R A

D E

T O

B E

L O

W

MAXIMUM TO OUTER EDGE OF CURB

FROM FLOODWALL AS REQUIRED

FROM FLOODWALL AS REQUIRED

V A

R

IE

S

EXCAVATION AREA

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:25 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_C-501.dgn

S

SCALE: NTS

A1

EXCAVATION AREA: PLAN VIEW

EXCAVATION AREA: TYPICAL SECTION

W

A L

L A

C E

P

.E

T Y

P

IC

A L

S E

C T

IO

N

C-501

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

T B

D

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

S T

R U

C T

U R

E S

S E

C T

IO

N

V

IC

K S

B U

R G

D

IS

T R

IC

T

D

H E

R R

P

.E

E X

C A

V A

T

IO

N A

R E

A

J.

K

IN

G

T H

A S

S E

L L

P

.E

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

S

O L

IC

IT

A T

IO

N

N O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

EXISTING GROUND

L

EXISTING ROADWAY

OPTIONAL

EXCAVATION AREA,

AS REQUIRED

NOTE:

1. STRUCTURAL DETAILS ARE LOCATED ON S-501.

2. ALL EXCAVATION AREAS ARE TO BE BRACED PER THE SPECIFICATIONS.

EXCAVATION AREA EXCAVATION AREA

C MONROE FLOODWALL

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:29 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-001.dgn

S

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-001

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

.E

S T

R U

C T

U R

A L

N O

T E

S A

N D

L E

G E

N D

T B

D

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE.

VERIFY ACTUAL DIMENSIONS IN THE FIELD.

2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE APPROXIMATE. CONTRACTOR SHALL

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD88.

GENERAL STRUCTURAL NOTES ABBREVIATIONS

LD

L/W

IF

HT

H.S.

GALV

G

FS

FF

FES

F.H.

EXIST

EW

ES

EL.

EJ

EF

E

DWG

DIA

D/S

D.V. MH.

D.V.

D.P.

D.I.

D

CONC

CMP

CLR

CL

CJP

CJ

CB

C/L

C.R.S.

C.I.

C&G

C

BOT

BL

BITUM

BF

B/L

AZ

APPROX

ALUM

ALT. SP.

ALT W/

STRUCTURES WITHIN THE EXCAVATION.

17. DO NOT BACKFILL EXCAVATIONS WITHIN 7 DAYS OF PLACEMENT OF NEW CONCRETE FOR

THE DRAWINGS.

REINFORCEMENT WILL BE DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

16. BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING OF

15. NO WELDING SHALL BE PERMITTED OF REINFORCEMENT.

SPLICE CONSIDERED EXCESSIVE BY THE CONTRACTING OFFICER WILL NOT BE APPROVED.

SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT SHALL BE HELD TO A MINIMUM AND ANY

CONSTRUCTABILITY AND APPROVED BY THE CONTRACTING OFFICER. THE NUMBER OF

SMALLER BAR BEING LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR

. SPLICE LENGTHS SHALL BE BASED ON THES-002LAPS AND HOOKS" TABLE SHOWN ON SHEET

14. REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH THE "BAR EMBEDMENT,

REQUIRED STRAIGHT EMBEDDED LENGTH CANNOT BE OBTAINED.

. PROVIDE HOOKS IF THES-002"BAR EMBEDMENT, LAPS AND HOOKS" TABLE SHOWN ON SHEET

13. REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS SHALL BE IN ACCORDANCE WITH THE

MONOLITH JOINTS.

REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION AND

12. REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS.

11. REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.

2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE

IN NO CASE SHALL THE COVER BE LESS THAN:

4"UNFORMED SURFACES IN CONTACT WITH FOUNDATION

4"EQUAL TO OR GREATER THAN 24" IN THICKNESS

3"GREATER THAN 12" AND LESS THAN 24" IN THICKNESS

2"12" OR LESS IN THICKNESS

FORMED AND SCREEDED SURFACES:

OTHERWISE INDICATED SHALL BE:

10. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT EXCEPT AS

THE PRESENCE OF CHLORIDE IONS EXCEED 0.15 PERCENT BY WEIGHT OF CEMENT.

CALCIUM CHLORIDE BE PERMITTED THAT RESULTS IN A TOTAL CONCRETE MIX IN WHICH

9. CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE CONTAINING

BEEN ADDED TO THE CEMENT AND AGGREGATES.

8. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 75 MINUTES AFTER WATER HAS

"BUILDING OFFICIAL".

"CONTRACTING OFFICER" SHALL BE SUBSTITUTED FOR THE WORD "ENGINEER" AND/OR

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY." THE WORDS

7. REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318-08, "BUILDING

CONCRETE REINFORCING STEEL INSTITUTE.

6. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

5. UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES,

AND SURFACES COVERED BY BACKFILL SHALL BE CLASS "D" FINISH.

4. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "A" FINISH

CONSTRUCTION JOINT LOCATIONS FOR APPROVAL.

ALL JOINTS WHERE SHOWN. THE CONTRACTOR MAY SUBMIT AN ALTERNATE PLAN FOR

LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER. PROVIDE WATERSTOP AT

THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR

3. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS. WHERE NOT

2. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 (FY=60,000 PSI).

28 DAYS, 90 DAYS IF POZZOLAN IS USED.

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f’c) OF 4,000 PSI AT

CAST-IN-PLACE CONCRETE

WM

W/L W.M.

W W

UNO

UGND

U/S

TYP

TP

T.O.C.

TL

TF

TEL.M.H.

TD

T&B T

STD. HK.

STA.

SST

SPEC

SB/L

SAN

S.C.O.

S R/W P.T.

P.C.

P

OS

OPT.

OF

OC

O.C.

NS

NO

NF

N.T.S.

MISC

MIRR

MIN

MH

MAX

LS

LP

LLV

LLH

LG

WIDTH

WALL LINE

WATER METER

WATER

WATER MAIN

UNLESS NOTED OTHERWISE

UNDERGROUND

UPSTREAM

TYPICAL

TEST PILE

TOP OF CONCRETE

TOP LAYER

TOP FACE

TELEPHONE MANHOLE

TRENCH DRAIN

TOP AND BOTTOM

TELEPHONE

STANDARD HOOK

STATION

STAINLESS STEEL

SPECIFICATIONS

SUBBASELINE

SANITARY

SEWER CLEANOUT

SEWER

RIVERWARD

POINT OF TANGENCY

POINT OF CURVATURE

POWER

OFFSET

OPTIONAL

OUTSIDE FACE

ON CENTER

ON CENTER

NEAR SIDE

NUMBER

NEAR FACE

NOT TO SCALE

MISCELLANEOUS

MIRRORED

MINIMUM

MANHOLE

MAXIMUM

LIGHT STANDARD

LIGHT POLE

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LONG

DEVELOPMENT LENGTH

LANDWARD

INSIDE FACE

HEIGHT

HIGH STRENGTH

GALVANIZED

GAS

FAR SIDE

FAR FACE

FLARED END SECTION

FIRE HYDRANT

EXISTING

EACH WAY

EQUALLY SPACED

ELEVATION

EXPANSION JOINT

EACH FACE

ELECTRICAL

DRAWING

DIAMETER

DOWNSTREAM

DRAIN VALVE MANHOLE

DRAIN VALVE

DRAIN PIPE

DROP INLET

DRAIN

CONCRETE

CORRUGATED METAL PIPE

CLEAR

CLEAR COVER

COMPLETE JOINT PENETRATION

CONSTRUCTION JOINT

CATCH BASIN

CENTER LINE

CORROSION-RESISTANT STEEL

CAST IRON

CURB & GUTTER

CENTER

BOTTOM

BOTTOM LAYER

BITUMINOUS

BOTTOM FACE

BASELINE

AZIMUTH

APPROXIMATE

ALUMINUM

ALTERNATE SPACING

ALTERNATE WITH

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

4. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE ONLY SIZE AND

3. ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1.

GRADE 50 (Fy = 50 KSI).

2. STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572

STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION.

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC

STRUCTURAL STEEL AND METAL FABRICATION

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:35 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-002.dgn

S

REINFORCEMENT CLEARANCE DETAIL

A8

TYPICAL CORNER REINFORCEMENT DETAILS

SCALE: NTS

C7

TYPICAL REINFORCEMENT DEVELOPMENT DETAILS

E7

SCALE: NTS

TYPICAL EMBEDMENT AND LAP LENGTH DETAILS

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-002

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

N E

R A

L D

E T

A

IL

S

S T

R U

C T

U R

A L

N O

T E

S A

N D

T B

D

SECONDARY REINFORCEMENT FACE OF CONCRETE

PRIMARY REINFORCEMENT SPACING

CONST. JOINT (TYP.)

E M

B E

D M

E N

T L

E N

G T

H

L A

P L

E N

G T

H

H O

O K

E M

B E

D M

E N

T L

E N

G T

H

HOOK LEG LENGTH

LD/2

LD

/2

L D

/2

LD/2

SHORT BAR

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

TOP

OTHER

TOP

OTHER

BASIC TABLE ALTERNATE TABLE

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM EMBEDMENT

INCHES

MINIMUM LAP LENGTH,

INCHES

MINIMUM LAP LENGTH,BAR SIZE

BARS. IF EPOXY COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

REPSECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

APPROPRIATE GUIDANCE.

TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE ACI 318 FOR

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OR THE CENTER

MUST BE AT LEAST 2.5 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

MUST BE AT LEAST 2 BAR DIAMETERS

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS

1. USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

NOTES:

(M

IN

(M

IN

(M

IN

C O

N C

R E

T E

S E

C T

IO

N

E Q

U A

L T

O O

R

C O

N C

R E

T E

S E

C T

IO

N

E Q

U A

L T

O O

R

L E

S S

T H

A N

I

N T

H

IC

K N

E S

S

A N

D L

E S

S T

H A

N

I

N T

H

IC

K N

E S

S

G R

E A

T E

R T

H A

N

I

N T

H

IC

K N

E S

S

C O

N C

R E

T E

S E

C T

IO

N

G R

E A

T E

R T

H A

N

BAR EMBEDMENT, LAPS AND HOOKS

STRAIGHT BARS HOOKED BARS

TOP

OTHER

SPLICES FOR #14 & #18

DO NOT USE LAP

TOP

OTHER

SPLICES FOR #14 & #18

DO NOT USE LAP

LENGTH, INCHES

EMBEDMENT

HOOK

90 DEGREE

MINIMUM

INCHES

LENGTH,

HOOK LEG

90 DEGREE

(M

IN

OPTION 1

SHORT BAR

L O

N G

B A

R

(M

IN

OPTION 2

L O

N G

B A

(MIN)

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:39 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-101.dgn

S

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-101

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

R U

C T

U R

A L

P L

A N

A1

MONOLITH LAYOUT

SCALE: 3/64" = 1' - 0"

T B

D

D1

MONOLITH LAYOUT

SCALE: 3/64" = 1' - 0"

SEE DETAIL D1

SEE DETAIL A1

REMOVE AND REPLACE JOINT

REMOVE AND REPLACE JOINT

REMOVE AND REPLACE JOINT

REMOVE AND REPLACE JOINT REMOVE AND REPLACE JOINT REMOVE AND REPLACE JOINT

REMOVE AND REPLACE JOINT

JOINT

REMOVE AND REPLACE

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

0 64'32'16'

0 64'32'16'

M67 M68 M69 M70 M71 M72 M73

M74

M66M65

M75

M76

M78

M79

M77

M53

(EXISTING)

M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 M64

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:43 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-102.dgn

S

MONOLITH JOINTS 55/56 AND 63/64 PLAN VIEW

SCALE: 3/4" = 1'

MONOLITH JOINTS 55/56 AND 63/64 ELEVATION VIEW

C1

SCALE: 3/4" = 1'

MONOLITH JOINTS 66/67 ELEVATION VIEW

C6

SCALE: 3/4" = 1'

MONOLITH JOINTS 66/67 PLAN VIEW

A6

SCALE: 3/4" = 1'

NOTE 1

SEE

NOTE 1

SEE

S

P A

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-102

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

.E

T B

D

PROPOSED #5 TYP.

V A

R

IE

S

#5 TYP.

PROPOSEDREMOVAL (TYP.)

CONCRETE

LIMITS OF

P A

P A

S

S

NOTE 1

SEE

NOTE 1

SEE

SEE NOTE 2

B R

E A

K O

U T

C O

N C

R E

T E

-F

E E

T A

B O

V E

B O

T T

O M

O F

C O

N C

R E

T E

B R

E A

K O

U T

C O

N C

R E

T E

-F

E E

T A

B O

V E

B O

T T

O M

O F

C O

N C

R E

T E

SEE NOTE 3

S A

W C

U T

C O

N C

R E

T E

REMOVAL (TYP.)

CONCRETE

LIMITS OF

#5 TYP.

PROPOSED EACH FACE

PROPOSED #6 @ 6" O.C

SHEET PILE (TYP.)

EXISTING PMA 22

REMOVAL (TYP.)

CONCRETE

LIMITS OF

PROPOSD #6 @ 6" O.C (TYP.)

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

REMOVAL (TYP.)

CONCRETE

LIMITS OF

PROPOSED #5 TYP.

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

PROPOSD #6 @ 6" O.C (TYP.)

SHEET PILE (TYP.)

EXISTING PMA 22

S

S

S

V A

R

IE

S

EACH FACE

#6 @ 6" O.C

PROPOSED

SEE NOTE 2

SEE NOTE 3

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

C

O V

E R

C

O V

E R

S A

W C

U T

C O

N C

R E

T E

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

A1 S-102

El.86.6

TOP OF WALL

El.86.6

TOP OF WALL

A1 S-102

UPSTREAM DOWNSTREAM DOWNSTREAMUPSTREAM

CUTTING

LIMIT OF SAW

CUTTING

LIMIT OF SAW

J O

IN

T

S

/6

/5

/6

BE TAKEN TO PREVENT DAMAGE TO STEEL SHEET PILING TO REMAIN.

4. BREAKOUT CONCRETE BELOW THE LIMITS OF SAWCUTTING. CARE SHOULD

BINDING AGENT PRIOR TO PLACING NEW CONCRETE.

3. ROUGHEN SURFACE AFTER REMOVING CONCRETE TO 1/4" AMPLITUDE AND APPLY

SHEET PILE JOINTS.

2. THE DRAWING OF THE SHEET PILES DOES NOT DEPICT THE ACTUAL

1. REMOVE CONCRETE TO 18-INCHES ON EACH SIDE OF MONOLITH JOINT.

NOTES:

2'0 1' 4' 2'0 1' 4'

2'0 1' 4'2'0 1' 4'

S E

E N

O T

E

S E

E N

O T

E

M O

N O

L

IT

H J

O

IN

T P

L

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:47 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-103.dgn

S

MONOLITH JOINTS 53/54 ELEVATION VIEW

SCALE: 3/4" = 1'

C1

MONOLITH JOINTS 72/73 ELEVATION VIEW

C6

SCALE: 3/4" = 1'

MONOLITH JOINTS 72/73 PLAN VIEW

A6

SCALE: 3/4" = 1'

MONOLITH JOINTS 53/54 PLAN VIEW

A1

SCALE: 3/4" = 1'

O U

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-103

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

.E

T B

D

P A

P A

P A

S P

A

V A

R

IE

S

NOTE 1

SEE

NOTE 1

SEE

NOTE 1

SEE

NOTE 1

SEE

P A

S P

A

S

S P

A

V A

R

IE

S

P A

S P

A

V A

R

IE

S

SEE NOTE 2

PMA 22

L19 5/8

SEE NOTE 2

PILE (TYP.)

PMA 22 SHEET

REMOVAL (TYP.)

CONCRETE

LIMITS OF

SEE NOTE 3

REMOVAL (TYP.)

CONCRETE

LIMITS OF

REMOVAL (TYP.)

CONCRETE

LIMITS OF

PROPOSED #6 @ 6" O.C TYP.

PROPOSED #5 TYP.PROPOSED #5 TYP.

PROPOSED #6 @ 6" O.C TYP.

EACH FACE

PROPOSED #6 @ 6" O.C

#5 TYP.

PROPOSED

REMOVAL (TYP.)

CONCRETE

LIMITS OF

#5 TYP.

PROPOSED

EACH FACE

PROPOSED #6 @ 6" O.C

S A

W C

U T

C O

N C

R E

T E

B R

E A

K O

U T

C O

N C

R E

T E

A

B O

V E

B O

T T

O M

O F

C O

N C

R E

T E

S A

W C

U T

C O

N C

R E

T E

B R

E A

K O

U T

C O

N C

R E

T E

A

B O

V E

B O

T T

O M

O F

C O

N C

R E

T E

SEE NOTE 3

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

5" EMBEDMENT 5" EMBEDMENT

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

C

O V

E R

C

O V

E R

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

A1 S-103

DOWNSTREAMUPSTREAM

El.86.6

TOP OF WALL

A6 S-103

UPSTREAM DOWNSTREAM

El.86.6

TOP OF WALL

J O

IN

T

S

/5

/7

SAW CUTTING

LIMITS OF

SAW CUTTING

LIMITS OF

2'0 1' 4' 2'0 1' 4'

2'0 1' 4'2'0 1' 4'

(TYP.)

EPOXY ANCHOR

(TYP.)

EPOXY ANCHOR

TO PREVENT DAMAGE TO STEEL SHEET PILING TO REMAIN.

4. BREAK OUT CONCRETE BELOW THE LIMITS OF SAWCUTTING. CARE SHOULD BE TAKEN

APPLY BINDING AGENT PRIOR TO PLACING NEW CONCRETE.

3. ROUGHEN SURFACE AFTER REMOVING CONCRETE TO 1/4" AMPLITUDE AND

SHEET PILE JOINTS.

2. THE DRAWING OF THE SHEET PILES DOES NOT DEPICT THE ACTUAL

1. REMOVE CONCRETE TO 18-INCHES ON EACH SIDE OF MONOLITH JOINT.

NOTES:

M O

N O

L

IT

H J

O

IN

T P

L

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg10:37:53 AM 9/15/2023

...\...\Monroe Levee Wall Replacement\...\MLWR_S-104.dgn

S

A C

H

IT

A P

A R

IS

H

L

O U

IS

IA

N A

F C

C

E O

U A

C H

IT

A

R

IV

E R

B A

S

IN

O

U A

C H

IT

A

R

IV

E R

D W

A L

L A

C E

P

.E

S T

R U

C T

U R

E S

S E

C T

IO

N

S-104

O U

A C

H

IT

A R

IV

E

R F

L O

O D

W A

L L

R E

P A

IR

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P

I

V

IC

K S

B U

R G

D

IS

T R

IC

T

J S

T O

U F

F E

R P

.E

J S

T O

U F

F E

R P

.E

J H

IN

T

O N

P

D

MONOLITH JOINTS 75/76, 76/77 AND 78/79 ELEVATION VIEW

C1

SCALE: 3/4" = 1'

NOTE 1

SEE

NOTE 1

SEE

MONOLITH JOINTS 75/76, 76/77 AND 78/79 PLAN VIEW

A1

SCALE: 3/4" = 1'

V A

R

IE

S

P A

S

S P

A

B R

E A

K O

U T

C O

N C

R E

T E

A

B O

V E

B O

T T

O M

O F

C O

N C

R E

T E

SEE NOTE 2

REMOVAL (TYP.)

CONCRETE

LIMITS OF

PROPOSED #5 TYP. 5" EMBEDMENT

PROPOSED #6 @ 6" O.C TYP.

REMOVAL (TYP.)

CONCRETE

LIMITS OF

#5 TYP.

PROPOSED

EACH FACE

PROPOSED #6 @ 6" O.C

PILE (TYP.)

22 SHEET

EXISTING PMA

SEE NOTE 3

(TYP.)

EPOXY ANCHOR

5" EMBEDMENT

C

O V

E R

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

-1

-2

W

E E

B

A1 S-104

UPSTREAM DOWNSTREAM El.86.6

TOP OF WALL

CUTTING

LIMITS OF SAW

J O

IN

T

S

/7

/7

/7

2'0 1' 4'

2'0 1' 4'

S E

E N

O T

E

TO PREVENT DAMAGE TO STEEL SHEET PILING TO REMAIN.

4. BREAK OUT CONCRETE BELOW THE LIMITS OF SAWCUTTING. CARE SHOULD BE TAKEN

APPLY BINDING…