A22_20B0009 Drawings BigSunX.pdf

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:41:24 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

A N

S I

D

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

-0

-2

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

FC/MR&T, BIG SUNFLOWER RIVER BASIN, BIG SUNFLOWER RIVER

COAHOMA, BOLIVAR, & SUNFLOWER COUNTIES, MS

SEDIMENT REDUCTION STRUCTURES PHASE X

08-05-2020

VICKSBURG DISTRICT

S T

R U

C T

U R

E S

D A

V

ID

W

A L L

A C

E P .E

G-001

J U

S T

IN

L

C A

R T

E R P .E

J U

S T

IN

L

C A

R T

E R P .E

J A

C K H

IN

T O

N P .E

C O

V E

R S

H E

E T

W E

E -2

-B -0

W912EE-20-B-0009

PROJECT LOCATION

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

IZ

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

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

R i v e r

O U

A C

H I

T A

RIVER

Missouri

River

T e r r e

Noire

Creek

C r e e k

T u l i pOzan

C r e e k

S a l i n e

R i v e r

Bayou

B a r t h o l o m e w

A r k a n s a s

River

M i s s i s s i p p i

R i v e r

M o r o

C r e e k

Bo eu f

Ri ve r

B a y o u

M a c o n

Ten sas

R i v e r

B a y o u

B a r t h o l o m e w

O v e r f l o w

C r e e k

C r e e k

Big

B a y o u

B o e u f

R i v e r

C o l e w a

C r e e k

T e n s a s

R i v e r

O U

A C

H I

T A

R I

V E R

L i t t l e

Corney

C o r n e y

Bayou

Bayou

Bayou

D

A r b o n n e

D'Arbonne

Bayou

Middle

Fork

Bayou

D'A rbo nne

D u g d e m o n a

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

M i s s i s s i p p 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

R e d

C h u t e

M c

K i n n e y

B a y o u

S u l p h u r

R i v e r

P o s t e n

B a y o u

B a y o u

B o d c a u

B a y o u

D o r c h e a t

D o r c h e a t

B a y o u

RED

R I V E R

Old River

B l a c k

L a k e

B a y o u

S a l i n e

B a y o u

B a y o u

R e d

C h u t e

I a t t

Creek

C a n e

River

Cy pr es s

B a y o u

Pierre

B l a c k

B a y o u

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

Holly Bluff

Fork Rolling

Marks

Darling

Belzoni

T i p p a h

Ta ll ah at ch ie

Riv er

Sk un a

River

Ri ve r

C o l d w a t e r

B o g u e

P h a l i a

S t e e l e

B a y o u

Y A Z O O

Ri ve r

Otou calo fa 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 Sa nd Cr

TeocCr

Potacocowa Cr

Sabougla

C r

Cr

Tillatoba

L

Tal lah atc hie

R i v e r

Cr

C o l d w a t e r River

Abiaca

C r

Pelucia

C r

Ch ic op a Cr

Fa nn eg us ha

Cr

Black

Cr

Tch ula

La ke

S u n f l o w e r

R i v e r

H a r r i s

Bayou

Indianola

P o r t e r s

B a y o u

B e a r Cr ee k

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

C a n a l g

S u n f l o w e r

Ri ve r

Cassidy

B a y o u

W I L L

M

W H I T T I

N G T

O N

C H

A N

N E L

Ar ka bu tl a

C a n a l

Yoco naR

Yocona

Yal obu sha

C r e e k

D e e r Yazoo City

Hic kah ala

A U

X I L I

A R

Y

River

Ri ve r

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

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

RI

VER

R i v e r

Holly

Springs

B i g

B l a c k

River

Big Bywy Ditch

Y o c k a n o o k a n y

Ri ve r

L o b u t c h a

Cre ek

Pe ar l

Rive r

Ross Barnett

Reservoir

Tuscolameta

Creek

P e a r l

R i v e r

B o g u e

C h i t t o

W e s t

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

C r e e k

Bu ff al o

R i v e r

Ho mo ch it to

R i v e r

Coles

Cr ee k

Bayou

P i e r r e

Eupora

Winona

Durant Kosciusko

Carthage

Canton

Forest

JACKSON

Mendenhall

Crystal

Springs

Brookhaven

McComb

Tylertown

Bogalusa

Franklinton

Columbia

Picayune

Woodville

Fayette

Port

Gibson

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

P

E

RL E A K E

M A D I S O N

S C O T T

H I N D S

R A N K I N S

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

J E F F E R S O N

D A V I S

M A R I O N

L A M A R

W A S H I N G T O N P E A R L

R I V E R

H A N C O C K

MISSISSIPPI

LOUISIANA

Lonoke

Stuttgart

B a y o u

M e t o

S a l t

L i t t l e

W a b b a s e k a

B a y o u

St ro ng

Ri ve r

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 o n n e r l y

B a y o u

M a c o n

Lake

C a n a l

N o

Lake Calion

Li tt le

R

St John Lake

B a y o u

B i g

B a y o u

C a n e y

F l e s c h m a n s B

B M i l l

T e n s a s

B a y o u

R u s s

Ca na l

No

C a n a l

N o

N o

C a n a l

C a n a l

No.

B l a c k

P o n d Slough

B a y o u

M a c o n

B a y o u

M a c o n

D i v e r s n a n l

B o e u f

R v e r

C l a y

B

B

146.4

6.2

.2

8.0

7.1

L o n g

Br

Cocodrie Wild

Cow Bayou

B a y o u

Lake Cheniere

C r e e k

C h e n i e r e

Bawcomville

River Lake Black

Flood Wall

Columbia

Fulton

F i e l d

B

M a n i e c e

B

Lewisville

L o g g y

F l a t e

R i v e r u r b e a u xB

Boyce

Colfax

Marksville

Moncla

Colli nsCr

Satartia

Wol f

L a k e

T o k e b aB

L a k e

G e o r g e

Pant her

Creek

A U

X I L I

A R

Y

C H

A N

N E L

L O

W E

R

Snak e

Cr

Marksville

Lake Bee

Lake Horseshoe

T i p p o

B P a t t e r s o n

C r

M a r s h B

T u r k e y

B

B

G i n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bay ou

M o u n d

B

Blac k

Bayou

Pa rk s

B

B o g u e

H a s t y

S n a k e

C r

C l e a r

C r

Ditchlow

B

B a y o u

T w i n

L a k e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Do wl in g

Ri ve r

H u s h p u c k e n a

Lake Whiting

M i l l

Hul l

C r

Br

Lake Moon

Pass Yazoo

7.8

.0

7.

69.7

9.

BF

g h t i n g

6.5

.0

Lake Wasp

Lock & Dam

Abandoned

22.2

.4

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

T E

X A S

M c

K i n n e y

B

La fo ur ch e

G a r l a n d

C i t y

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Cho cta w

B a y o u

B o e u f

L

Staulkinghead Creek

L i t t l e

River

P e a r l

W e s t

P e a r l

R i v e r

Lake Tunica

Lake Chicot

Lake Providence

Plant

Pumping

Cocodrie

Wall

Flood

Lake Eagle

Lake Mary

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 B a y o u

S a r a

T h o m p s o n

Cr

R i v e r

A m i t e

W a l l a c e

B a y o u

Bayou

Rigolette

0.0 210.5

Canal No.

Ext.

C a n a l

N o

Ext.

11.

0.0

Bayou

Rapides

35.0 h i t e

R i v e r

D a v i d

B u r r e l l

B a y o u

B a y o u

23.2

Old

B a y o u

B o b o a l l a h a t c h i e

L i t t l e

DeepB

Tuc ker

B

32.50

B a y o u y o u

B a y o u

M e t o

B i g

Meto

Bayou

SCALE 1 : 100,000

10000 20000 30000 40000 5000010000 5000

M I S S I S S I P P I

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:38:40 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

2. DRAWING WAS DEVELOPED USING UNITS OF US FEET.

FOR LAYOUT AND CONSTRUCTION OF THIS PROJECT.

DATA SHALL BE ASSUMED AS A LOCAL COORDINATE SYSTEM

NAVD88 VERTICAL DATUM, BUT THE COORDINATE AND ELEVATION

SYSTEM, WEST ZONE, NAD83(2011) HORIZONTAL DATUM AND

PLANS ARE BASED ON MISSISSIPPI STATE PLANE COORDINATES

1. THE INFORMATION AND DESIGNS PRESENTED IN THESE

NOTE:

DWG. NO. TITLE

INDEX TO DRAWINGS

PROJECT LOCATION MAP

N

V

IC

K S

B U

R G D

IS

T R

IC

T

P R

O J E

C T L

O C

A T

IO

N A

N D I

N D

E X T

O D

R A

W

IN

G S

G-002

S T

R U

C T

U R

E S

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

-0

-2

D A

V

ID

L

W A

L L

A C

E P .E

J U

S T

IN

L

C A

R T

E R P .E

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

X

F

/M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

MISCELLANEOUS CONSTRUCTION DETAILS

MISCELLANEOUS PIPE AND RISER DETAILS

GRADE CONTROL PIPE AND RISER DETAILS

TYPICAL SINGLE GRADE CONTROL STRUCTURE

FINAL SITE PLAN - SITE LUR-1

EXISTING SITE PLAN - SITE LUR-1

FINAL SITE PLAN - SITE HP-2

EXISTING SITE PLAN - SITE HP-2

FINAL SITE PLAN - SITE HB-13

EXISTING SITE PLAN - SITE HB-13

FINAL SITE PLAN - SITE CB-18D

EXISTING SITE PLAN - SITE CB-18D

FINAL SITE PLAN - SITE CB-16

EXISTING SITE PLAN - SITE CB-16

FINAL SITE PLAN - SITE CB-15

EXISTING SITE PLAN - SITE CB-15

FINAL SITE PLAN - SITE BS-32

EXISTING SITE PLAN - SITE BS-32

FINAL SITE PLAN - SITE BS-22

EXISTING SITE PLAN - SITE BS-22

FINAL SITE PLAN - SITE BS-18

EXISTING SITE PLAN - SITE BS-18

STRUCTURE SITE NO. LUR-1

STRUCTURE SITE NO. HP-2

STRUCTURE SITE NO. HB-13

STRUCTURE SITE NO. CB-18D

STRUCTURE SITE NO. CB-16

STRUCTURE SITE NO. CB-15

STRUCTURE SITE NO. BS-32

STRUCTURE SITE NO. BS-22

STRUCTURE SITE NO. BS-18

PROJECT LOCATION MAP AND INDEX TO DRAWINGS

COVER SHEET

C-505

C-504

C-503

C-502

C-501

C-118

C-117

C-116

C-115

C-114

C-113

C-112

C-111

C-110

C-109

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

G-109

G-108

G-107

G-106

G-105

G-104

G-103

G-102

G-101

G-002

G-001

E

E -2

-B -0

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

IZ

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

E 2,230,342.82

N 1,692,554.23

ROW LIMITS

E 2,230,769.89

N 1,692,411.76

ROW LIMITS

CENTERLINE SITE BS-18

THALWEG

ROW LIMITS =

E 2,231,354.36

N 1,692,930.59

ROW LIMITS

E 2,230,617.96

N 1,693,031.44

ROW LIMITS

H O

P S

O N -P

IX

L E

Y R

O A

D

H W

Y . 4

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

U

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-101

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

0 400'200'

SCALE: 1"=200'

STRUCTURE SITE NO. BS-18

T

R U

C T

U R

E S

IT

E N

O

B S -1

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

J U

S T

IN

L

C A

R T

E R P .E

-0

-2

J U

S T

IN

L

C A

R T

E R P .E

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

IZ

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

E 2,230,502.98

N 1,720,005.02

ROW LIMITS

THALWEG OF CHANNEL

ROW LIMITS =

E 2,230,340.44

N 1,719,745.83

ROW LIMITS

EDGE OF FIELD

ROW LIMITS =

E 2,230,329.84

N 1,719,595.25

ROW LIMITS

50' STRIP

ROW LIMITS =

E 2,230,707.68

N 1,719,606.49

ROW LIMITS

E 2,230,679.82

N 1,719,412.49

ROW LIMITS

E 2,230,825.70

N 1,719,391.54

ROW LIMITS

CENTERLINE SITE BS-22

E 2,230,848.88

N 1,719,552.92

ROW LIMITS

E 2,231,145.40

N 1,719,440.42

ROW LIMITS

E 2,231,251.82

N 1,719,720.91

ROW LIMITS

E 2,230,774.22

N 1,719,902.11

ROW LIMITS

50' STRIP

ROW LIMITS =

E 2,230,724.22

N 1,720,081.07

ROW LIMITS

EDGE OF FIELD

ROW LIMITS =

30' ROW ACCESS

O L

D H

W Y

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-102

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

STRUCTURE SITE NO. BS-22

T

R U

C T

U R

E S

IT

E N

O

B S -2

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

-0

-2

W E

E -2

-B -0

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

E 2,202,254.61

N 1,555,462.92

ROW LIMITS

E 2,202,224.40

N 1,555,377.83

ROW LIMITS

E 2,202,487.62

N 1,555,053.14

ROW LIMITS

TOP BANK OF DITCH

ROW LIMITS =

E 2,202,650.41

N 1,554,579.10

ROW LIMITS

E 2,202,759.65

N 1,554,579.10

ROW LIMITS

TOP BANK OF DITCH

ROW LIMITS =

E 2,202,625.08

N 1,554,983.03

ROW LIMITS

50' OFF TOP BANK

ROW LIMITS =

E 2,203,025.93

N 1,555,031.54

ROW LIMITS

TOP BANK

ROW LIMITS =

THALWEG OF CHANNEL

ROW LIMITS =

SITE BS-32

CENTERLINE OF

E 2,202,439.47

N 1,555,592.65

ROW LIMITS

E 2,202,742.45

N 1,555,313.63

ROW LIMITS

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-103

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

STRUCTURE SITE NO. BS-32

T

R U

C T

U R

E S

IT

E N

O

B S -3

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

E 2,223,852.80

N 1,678,625.30

ROW LIMITS

THALWEG OF CHANNEL

ROW LIMITS =

E 2,223,788.08

N 1,678,325.30

ROW LIMITS

E 2,224,158.47

N 1,678,325.30

ROW LIMITS

30' ROW ACCESS

CENTERLINE SITE CB-15

E 2,224,158.47

N 1,678,625.30

ROW LIMITS

H O

P S

O N -P

IX

L E

Y R

O A

D

DUGGAR ROAD

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-104

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

STRUCTURE SITE NO. CB-15

T

R U

C T

U R

E S

IT

E N

O

C B -1

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

THALWEG OF CHANNEL

ROW LIMITS =

E 2,224,323.57

N 1,681,094.91

ROW LIMITS

E 2,225,163.55

N 1,681,094.91

ROW LIMITS

30' ROW ACCESS

E 2,225,163.55

N 1,681,244.91

ROW LIMITS

E 2,224,694.39

N 1,681,244.91

ROW LIMITS

E 2,224,734.52

N 1,681,623.57

ROW LIMITS

CENTERLINE SITE CB-16

E 2,224,491.95

N 1,681,706.94

ROW LIMITS

THALWEG OF CHANNEL

ROW LIMITS =

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-105

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

STRUCTURE SITE NO. CB-16

T

R U

C T

U R

E S

IT

E N

O

C B -1

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

E 2,210,303.58

N 1,693,461.35

ROW LIMITS

THALWEG OF CHANNEL

ROW LIMITS

E 2,210,463.80

N 1,693,199.07

ROW LIMITS

E 2,211,007.28

N 1,693,384.79

ROW LIMITS

E 2,210,896.94

N 1,693,664.12

ROW LIMITS

OF FIELD

75' STRIP ALONG EDGE

ROW LIMITS

E 2,210,294.35

N 1,693,956.49

ROW LIMITS

H W

Y . 6

P A L

M E R R

O A

D

P A

L M

E R R

O A

D

30' ROW ACCESS

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-106

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

R U

C T

U R

E S

IT

E N

O

C B -1

D

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

STRUCTURE SITE NO. CB-18D

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

HWY. 322

B O

B O -S

H E

R A

R D R

O A

D

E 2,185,315.81

N 1,713,508.21

ROW LIMITS

E 2,185,255.98

N 1,713,802.18

ROW LIMITS

E 2,185,819.26

N 1,713,916.42

ROW LIMITS

CENTERLINE SITE HB-13

E 2,186,023.52

N 1,713,855.70

ROW LIMITS

E 2,186,312.03

N 1,714,159.18

ROW LIMITS

E 2,186,227.78

N 1,713,794.98

ROW LIMITS

THALWEG OF CHANNEL

ROW LIMITS =

E 2,185,974.51

N 1,713,557.29

ROW LIMITS

E 2,185,805.53

N 1,713,607.53

ROW LIMITS

30' ROW ACCESS

H W

Y . 1

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-107

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

R U

C T

U R

E S

IT

E N

O

H B -1

S T

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

STRUCTURE SITE NO. HB-13

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

E 2,165,528.56

N 1,661,710.45

SURVEY & ROW LIMITS

THALWEG OF CHANNEL

SURVEY & ROW LIMITS =

E 2,165,853.12

N 1,661,532.05

SURVEY & ROW LIMITS

E 2,165,886.88

N 1,661,198.61

SURVEY & ROW LIMITS

E 2,165,528.56

N 1,661,357.47

SURVEY & ROW LIMITS

CENTERLINE SITE HP-2

30' ROW ACCESS

SANDY RIDGE ROAD

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-108

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

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

STRUCTURE SITE NO. HP-2

S T

R U

C T

U R

E S

IT

E N

O

H P -2

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

O L D H

W Y . 4

E 2,233,626.51

N 1,688,261.03

ROW LIMITS

CENTERLINE SITE LUR-1

THALWEG OF CHANNEL

ROW LIMITS =

E 2,233,095.70

N 1,688,416.21

ROW LIMITS

E 2,233,095.70

N 1,688,001.88

ROW LIMITS

E 2,233,626.51

N 1,687,927.42

ROW LIMITS

30' ROW ACCESS

H W

Y . 4

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

O

P T

IO

N A

L V

A L

U E

S

O P

T

IO

N

U

O P

T

IO

N

O

P T

IO

N A

L V

A L

U E

D A

V

ID

L

W A

L L

A C

E P .E

G-109

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

R U

C T

U R

E S

J A

C K H

IN

T O

N P .E

J U

S T

IN

L

C A

R T

E R P .E

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019-20.

NOTES:

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S E X

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

STRUCTURE SITE NO. LUR-1

S T

R U

C T

U R

E S

IT

E N

O L

U R -1

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

W E

E -2

-B -0

-0

-2

J U

S T

IN

L

C A

R T

E R P

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:26 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

0 120'60'

SCALE: 1"=60'

SURVEY BY: CHUSTZ SURVEYING. INC.

F.B. 42438

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

IR BS19-18 JUSTIN-3 2230811.346 1692743.383 154.116 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-18 JUSTIN-2 2230512.840 1692830.905 163.191 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-18 JUSTIN-1 2230382.764 1692590.400 163.865 (2020) (NAD83(2011) MS.W.-NAVD88)

EL. 163.191

IR BS19-18 JUSTIN-2

EL. 163.865

IR BS19-18 JUSTIN-1

EL. 154.116

IR BS19-18 JUSTIN-3

106°20'28" 311.20'

°2

'2

.4

145 14

H O

P S

(P

V E

D

D A

V

ID

W

A L L

A C

E

C-101

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E B

S -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

EXISTING SITE PLAN - SITE BS-18

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

24" CONDUIT

1V:3H, TYP.

E 2,230,734.047

N 1,692,808.546

EL. 157.0

36" RISER

CENTER OF

SLOPE VARIES

EL. 154.0

FILL TO

DRAIN TO RISER

DRAIN TO RISER

E 2,230,871.748

N 1,692,539.016

TIE TO EL. 133.0

CHANNEL EXIT

E 2,230,662.475

N 1,692,742.222

EL. 162.0

EMBANKMENT C/L

E 2,230,825.313

N 1,692,825.414

EL. 162.0

EMBANKMENT C/L

E 2,230,573.854

N 1,692,651.013

DIVERSION DIKE

E 2,230,437.219

N 1,692,703.549

TIE TO EL. 164.0

DIVERSION DIKE

E 2,230,896.529

N 1,692,841.618

DIVERSION DIKE

E 2,231,000.446

N 1,692,960.234

DIVERSION DIKE

E 2,231,104.363

N 1,693,078.850

DIVERSION DIKE

E 2,231,187.941

N 1,693,153.818

DIVERSION DIKE

E 2,231,271.519

N 1,693,228.786

TIE TO EL. 160.0

DIVERSION DIKE

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:09 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

SCALE: 1"=60'

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

H O

P S

(P

V E

D

FINAL SITE PLAN - SITE BS-18

D A

V

ID

W

A L L

A C

E

C-102

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E B

S -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

TO BE REMOVED

TOP EL. 158.718

INV. 156.47

26" PLASTIC PIPE

TO BE REMOVED

TOP EL. 160.939

INV. 157.96

26" PLASTIC PIPE

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:46 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

0 100'50'

SCALE: 1"=50'

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

IR LID-5 2233393.993 1726547.665 175.414 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-BS-22-3 2230715.714 1719919.437 163.085 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-BS-22-2 2230735.132 1719690.062 162.158 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-BS-22-1 2230383.795 1719589.308 164.793 (2020) (NAD83(2011) MS.W.-NAVD88)

EL. 164.793

IR BS19-BS-22-1

EL. 162.158

IR BS19-BS-22-2

EL. 163.085

IR BS19-BS-22-3

°1

'4

.3

74° 00'5

6"

.45'

0 160

WOODS

WOODS

WOODS

WOODS

EXISTING SITE PLAN - SITE BS-22

D A

V

ID

W

A L L

A C

E

C-103

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E B

S -2

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

DRAIN TO RISER

SLOPE VARIES

36" CONDUIT

E 2,230,715.909

N 1,719,757.386

EL. 159.5

48" RISER

CENTER OF

STAY 10' OFF WOODLINE

TIE TO EL. 164.0

DIVERSION DIKE

E 2,230,657.458

N 1,719,699.060

EMBANKMENT C/L

E 2,230,722.378

N 1,719,839.105

EMBANKMENT C/L

E 2,230,513.458

N 1,719,851.235

TIE TO EL. 143.0

CHANNEL EXIT

E 2,230,765.999

N 1,719,733.622

TIE TO EL. 158.0

CHANNEL C/L

E 2,230,790.231

N 1,719,721.041

TIE TO EL. 158.0

CHANNEL C/L

1V:3H, TYP.

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:24:25 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

0 160

WOODS

WOODS

WOODS

WOODS

FINAL SITE PLAN - SITE BS-22

D A

V

ID

W

A L L

A C

E

C-104

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E B

S -2

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

GAS TANK

(DO NOT DISTURB)

TOP EL. 133.615

INV. 131.71

2 - 18" CONCRETE PIPES

(DO NOT DISTURB)

TOP EL. 133.638

INV. 131.83

2 - 18" CONCRETE PIPES

(DO NOT DISTURB)

TOP EL. 132.695

INV. 131.20

16" CORRUGATED PLASTIC PIPE

EL. 135.5

WOODEN BRIDGE

EL. 136.32

EDGE OF CONCRETE POOL

(DO NOT DISTURB)

TOP EL. 130.555

INV. 129.01

16" CORRUGATED PLASTIC PIPE

(DO NOT DISTURB)

TOP EL. 134.410

INV. 133.15

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 136.148

INV. 134.81

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 134.023

INV. 132.69

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 136.343

INV. 135.09

14" METAL PIPE

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:01 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

EXISTING SITE PLAN - SITE BS-32

EL. 139.350

IR BS19-BS-32-1

EL. 136.665

IR BS19-BS-32-2

EL. 136.647

IR BS19-BS-32-3

°4

'4

.8

.8

°4

'5

IR BS19-BS-32-3 2202736.805 1554668.238 136.647 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-BS-32-2 2202315.771 1555334.175 136.665 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-BS-32-1 2202236.515 1555145.279 139.350 (2020) (NAD83(2011) MS.W.-NAVD88)

POOL HOUSE

WOODS

WOODS

WOODS

140 1

110 1

D A

V

ID

W

A L L

A C

E

C-105

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E B

S -3

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

GAS TANK

(DO NOT DISTURB)

TOP EL. 133.615

INV. 131.71

2 - 18" CONCRETE PIPES

(DO NOT DISTURB)

TOP EL. 133.638

INV. 131.83

2 - 18" CONCRETE PIPES

(DO NOT DISTURB)

TOP EL. 132.695

INV. 131.20

16" CORRUGATED PLASTIC PIPE

EL. 135.5

WOODEN BRIDGE

EL. 136.32

EDGE OF CONCRETE POOL

(DO NOT DISTURB)

TOP EL. 130.555

INV. 129.01

16" CORRUGATED PLASTIC PIPE

(DO NOT DISTURB)

TOP EL. 134.410

INV. 133.15

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 136.148

INV. 134.81

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 134.023

INV. 132.69

14" METAL PIPE

(DO NOT DISTURB)

TOP EL. 136.343

INV. 135.09

14" METAL PIPE

42" CONDUIT

E 2,202,476.012

N 1,555,188.516

EL. 131.5

60" RISER

CENTER OF

E 2,202,381.952

N 1,555,181.944

EL. 137.0

EMBANKMENT C/L

E 2,202,534.283

N 1,555,242.716

EL. 137.0

EMBANKMENT C/L

E 2,202,650.415

N 1,555,176.143

TIE TO EL. 134.0

EMERGENCY SPILLWAY C/L

E 2,202,533.305

N 1,555,117.475

TIE TO EL. 134.0

EMERGENCY SPILLWAY C/L

1V:3H, TYP.

E 2,202,425.710

N 1,555,314.602

EL. 112.0

CHANNEL EXIT C/L

SLOPE VARIES

1V:3H, TYP.

LIMITS OF RIPRAP

E 2,202,533.305

N 1,555,117.475

TIE TO EL. 134.0

EMERGENCY SPILLWAY C/L

SPILLWAY TIE-IN

15' LENGTH FROM

LIMITS OF RIPRAP

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:42 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

Z

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

POOL HOUSE

WOODS

WOODS

140 1

110 1

FINAL SITE PLAN - SITE BS-32

D A

V

ID

W

A L L

A C

E

C-106

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E B

S -3

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

7. ALL RIPRAP LIMITS TO BE R-200, UNLESS NOTED OTHERWISE.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

E

E -2

-B -0

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:26:17 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

0 60'30'

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

EL. 155.087

IR BS19-CB-15-2

EL. 154.069

IR BS19-CB-15-3

EL. 154.104

IR BS19-CB-15-1

IR CB-15-3 2223954.924 1678574.273 154.069 (2020) (NAD83(2011) MS.W.-NAVD88)

IR CB-15-2 2224058.294 1678455.256 155.087 (2020) (NAD83(2011) MS.W.-NAVD88)

IR CB-15-1 2223888.988 1678303.746 154.104 (2020) (NAD83(2011) MS.W.-NAVD88)

°1 0'

7.

2'

°1 '2

.6

WOODS

WOODS

WOODS

SURVEY BY: CHUSTZ SURVEYING. INC.

F.B. 42438

D A

V

ID

W

A L L

A C

E

C-107

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E C

B -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

EXISTING SITE PLAN - SITE CB-15

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

E 2,223,922.023

N 1,678,485.287

EL. 153.0

36" RISER

CENTER OF

E 2,223,920.065

N 1,678,548.141

EL. 158.0

EMBANKMENT C/L

E 2,223,872.303

N 1,678,436.379

EL. 158.0

EMBANKMENT C/L

EL. 153.0

FILL TO

1V:3H, TYP.

DRAIN TO RISER

DRAIN TO RISER

E 2,223,835.977

N 1,678,415.424

TIE TO EL. 158.0

DIVERSION DIKE

EMBANKMENT EDGE

WOODLINE FOR 150' FROM

DIVERSION DIKE FOLLOW 10' OFF

E 2,223,834.818

N 1,678,522.554

TIE TO EL. 142.0

CHANNEL EXIT

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:26:55 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

SCALE: 1"=30'

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

WOODS

WOODS

FINAL SITE PLAN - SITE CB-15

D A

V

ID

W

A L L

A C

E

C-108

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E C

B -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:27:32 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

EL. 152.072

IR BS19-CB-16-3

EL. 153.337

IR BS19-CB-16-2

EL. 154.847

IR BS19-CB-16-1

IR CB-16-3 2224638.217 1681638.545 152.072 (2020) (NAD83(2011) MS.W.-NAVD88)

IR CB-16-2 2224589.112 1681204.484 153.337 (2020) (NAD83(2011) MS.W.-NAVD88)

IR CB-16-1 2225065.049 1681190.226 154.847 (2020) (NAD83(2011) MS.W.-NAVD88)

°2

'1

.8

271°42'57"

476.15'

150145

WOODS

WOODS

WOODS

D A

V

ID

W

A L L

A C

E

C-109

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E C

B -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

EXISTING SITE PLAN - SITE CB-16

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

E 2,224,577.750

N 1,681,294.199

EL. 151.0

54" RISER

CENTER OF

E 2,224,529.993

N 1,681,281.304

EL. 155.5

EMBANKMENT C/L

E 2,224,608.566

N 1,681,258.388

EL. 155.5

EMBANKMENT C/L

E 2,224,646.228

N 1,681,210.975

EL. 155.5

EMBANKMENT C/L

E 2,224,543.166

N 1,681,175.620

TIE TO EL. 143.0

CHANNEL EXIT

36" CONDUIT

EL. 152.0

FILL TO

1V:3H, TYP.

SLOPE VARIES

E 2,224,715.162

N 1,681,269.164

EL. 152.5

EMERGENCY SPILLWAY C/L

E 2,224,729.746

N 1,681,196.348

TIE TO EL. 152.5

EMERGENCY SPILLWAY C/L

E 2,224,676.382

N 1,681,308.441

TIE TO EL. 152.5

EMERGENCY SPILLWAY C/L

LIMITS OF RIPRAP

1V:3H, TYP.

CHANNEL INTERSECTION

DOWNSTREAM OF

100' UPSTREAM &

RIPRAP LIMITS

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:28:13 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

150145

WOODS

WOODS

WOODS

FINAL SITE PLAN - SITE CB-16

D A

V

ID

W

A L L

A C

E

C-110

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E C

B -1

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

M S

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

7. ALL RIPRAP LIMITS TO BE R-200, UNLESS NOTED OTHERWISE.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

E

E -2

-B -0

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:28:49 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

0 80'40'

SCALE: 1"=40'

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

IR BS19-CB-18D-3 2210675.576 1693262.501 155.887 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-CB-18D-2 2210674.961 1693431.321 154.817 (2020) (NAD83(2011) MS.W.-NAVD88)

IR BS19-CB-18D-1 2210401.618 1693636.668 156.187 (2020) (NAD83(2011) MS.W.-NAVD88)

EL. 156.187

IR BS19-CB-18D-1

EL. 154.817

IR BS19-CB-18D-2

EL. 155.887

IR BS19-CB-18D-3

'2

126°54'56"

341.89'

.8

WOODS

WOODS

WOODS

WOODS

D A

V

ID

W

A L L

A C

E

C-111

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E C

B -1

D

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

EXISTING SITE PLAN - SITE CB-18D

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

E 2,210,536.185

N 1,693,329.015

EL. 152.50

48" RISER

CENTER OF

36" CONDUIT

LIMITS OF RIPRAP

E 2,210,554.648

N 1,693,269.077

EL. 159.00

EMBANKMENT C/L

E 2,210,484.674

N 1,693,333.034

TIE TO EL. 159.00

EMBANKMENT C/L

1V:3H, TYP.

SLOPE VARIES

E 2,210,461.453

N 1,693,248.114

EL. 144.00

CHANNEL EXIT

E 2,210,570.436

N 1,693,253.663

TIE TO EXISTING EL. 159.0

EMBANKMENT C/L

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:29:28 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

0 80'40'

SCALE: 1"=40'

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

0 1

WOODS

WOODS

WOODS

WOODS

FINAL SITE PLAN - SITE CB-18D

D A

V

ID

W

A L L

A C

E

C-112

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E C

B -1

D

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:30:05 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

NAD83 DATUM IN FEET NAVD88

HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE

IR X Y Z DESCRIPTION

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

IR HB-13-3 2186000.485 1713739.901 164.357 (2020) (NAD83(2011) MS.W.-NAVD88)

IR HB-13-2 2185881.111 1713663.690 165.563 (2020) (NAD83(2011) MS.W.-NAVD88)

IR HB-13-1 2185461.959 1713342.860 166.677 (2020) (NAD83(2011) MS.W.-NAVD88)

°3 4'

°2 6'

7.

1.

EL. 166.677

IR BS19-HB-13-1

EL. 165.563

IR BS19-HB-13-2

EL. 164.357

IR BS19-HB-13-2

160 160

160155

WOODS

WOODS

WOODS

D A

V

ID

W

A L L

A C

E

C-113

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

E X

IS

T

IN

G S

IT

E P

L A

N

S

IT

E H

B -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 (2011) MISSISSIPPI WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019.

NOTES:

EXISTING SITE PLAN - SITE HB-13

F C /M

R

T

B

IG

S

U N

F L

O W

E R R

IV

E R B

A S

IN

B

IG

S

U N

F L

O W

E R R

IV

E R

C O

A H

O M

A

B O

L

IV

A R

S

U N

F L

O W

E R C

O U

N T

IE

S

E

E -2

-B -0

42" CONDUIT

E 2,185,917.849

N 1,713,728.305

EL. 161.0

54" RISER

CENTER OF

E 2,185,978.527

N 1,713,753.900

EL. 167.0

EMBANKMENT C/L

E 2,185,902.371

N 1,713,662.444

EL. 167.0

EMBANKMENT C/L

1V:3H, TYP.

SLOPE VARIES

E 2,186,033.481

N 1,713,632.017

TIE TO EL. 149.0

CHANNEL EXIT C/L

DRAIN TO RISER

E 2,186,069.679

N 1,713,759.790

DIVERSION DIKE

E 2,186,156.109

N 1,713,832.804

DIVERSION DIKE

E 2,186,206.578

N 1,713,905.529

DIVERSION DIKE

E 2,186,275.556

N 1,713,944.693

TIE TO EL. 164.0

DIVERSION DIKE

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

IZ

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:30:44 AM 8/5/2020 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/02 - Big Sunflower River Projects/Big Sunflower River - Sediment Reduction Structures Phase X/30000 - Planning & Engineering & Design/30AA0 - Engineering &

S

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

-0

-2

S E

D

IM

E N

T R

E D

U C

T

IO

N S

T R

U C

T U

R E

S P

H A

S

160 160

WOODS

WOODS

WOODS

FINAL SITE PLAN - SITE HB-13

D A

V

ID

W

A L L

A C

E

C-114

J U

S T

IN

L

C A

R T

E R

J U

S T

IN

L

C A

R T

E R

J A

C K H

IN

T O

N

S T

R U

C T

U R

E S

F

IN

A L S

IT

E P

L A

N

S

IT

E H

B -1

SEE SHEET C-505.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

REFERENCES:

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

OF ALL STOCKPILES.

5…