17b0018.pdf

PDF 11 MB Posted Jul 14, 2017

Attached to: Flood Control, Mississippi River and Tributaries, Mississippi River, Stone Dike Construction, Jackson Point, MS, RM 331. 1-L, AHP
Solicitation number: W912EE-17-B-0018
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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®of Engineers

US Army Corps of Engineers

US Army Corps

C h ie f, D e s ig n B ra n c h

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

A P

P R

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Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

A N

G -0 c o v .d g n

F u ll S iz e

G-001

C O

V E

R S

H E

E T

STONE DIKE CONSTRUCTION

MISSISSIPPI RIVER

FLOOD CONTROL

MISSISSIPPI RIVER AND TRIBUTARIES

JULY 2017

JACKSON POINT, MS, RM 331.1-L, AHP

W912EE-17-B-0018

CONTRACT: W912EE-17-C-xxxx

SOLICITATION:

E C D

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®of Engineers

US Army Corps

U .S

A R

M Y C

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US Army Corps

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®of Engineers

US Army Corps

U .S

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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

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

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

Bayou

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

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 a y o u

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

82 3

Dealing Plain

City Bossier

Monroe West

Lake Caddo

Lake Wallace

Lake Catahoula

LAKE

ARKABUTLA

LAKE

SARDIS

LAKE

ENID

LAKE

GRENADA

R i v e 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 o g u e

P h a l i a

S t e e l e

Ba yo u

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

Hernando

Big San d Cr

Teoc Cr

Potacocowa Cr

Sabougla

Tillatoba

Tall ahat chie

Ri ve r

Co ld wa te r

River

Abiaca

Pelucia

Chi cop a Cr

Fa nn eg us ha

C r

Black

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

M a i n

Canal i g

S u n f l o w e r

Riv er

Cassidy

Bayou

W H

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

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

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

I C

G R E N A D A

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

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 e s 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

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

I T

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

Co nn er ly

Ba yo u

Macon

Lake

Canal

No.

Lake Calion

Lit tle

St John Lake

B a y o u

B i g

Ba yo u

Ca ne y

F l e s c h m a n s

B Mi ll

T e n s a s

Ba yo u R u s s

Ca na l

Canal

No.

Canal

No.

Black

Pond Slough

Ba yo u

Ma co n

B a y o u

M a c o n

Di ve rs on C an al N o.

Bo eu f

Ri ve r

Cl ay

146.4

6.2

8.0

7.1

Lo ng

B r

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

Lewisville

L o g g y

Flate

R i v e r

Bourbeaux

Boyce

Colfax

Marksville

Moncla

Collins Cr

Satartia

Wolf

La ke

To ke ba

Lake

George

Panthe r

Creek

A U

R Y

C H

A N

N E L

L O

W E

Snake

Marksville

Lake Bee

Lake Horseshoe

Ti pp o

B P a t t e r s o n

C r

Ma rs h

Tu rk ey B

Gi n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bayo u

Mound

Black

Bayou

Pa rk s

Bo gu e

H a s t y

Sn ak e

C r

C l e a r

Ditchlow

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

Lake Moon

Pass Yazoo

7.8

7.5

69.7

BFi gh ti ng

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

A S

Mc Ki nn ey

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

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

Ri ve r

A m i t e

Wallace

Bayou

Rigolette

0.0 210.5

Canal

No.

Ext.

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

Ta ll ah at ch ie

Li tt le

Deep B

Tuck er

32.50

Ba yo u a y o u

Bayou

Meto B i g

Meto

Bayou

VICINITY MAP

20 10

SCALE IN MILES

0 20

ABBREVIATION TABLE

Tallulah

M A D I S O N

Ri ve r

VICKSBURG

I S S A Q U E N A

Lake Eagle

C A R R O L L

E A S T

W.E. - WATER'S EDGE

US - UPSTREAM

TRANS - TRANSITION

S.P. - STATE PLANE

S.A.L. - STRUCTURE AZIMUTH LINE

ROW - RIGHTS OF WAY

NO. - NUMBER

N.A.V.D. - NORTH AMERICAN VERTICAL DATUM

NAD - NORTH AMERICAN DATUM

L.W.R.P. - LOW WATER REFERENCE PLANE

LPSTD - LONGITUDINAL PEAKED STONE TOE DIKE

LAND - LANDWARD

ISL - ISLAND

IR - IRON ROD

IP - IRON PIPE

F.B. - FIELD BOOK

EXG. - EXISTING

EL. - ELEVATION

DIST. - DISTANCE

DWG. - DRAWING

CP - CONTROL POINT

COR - CONTRACTING OFFICER REPRESENTATIVE

C/L - CENTERLINE

BL - BASE LINE

AZ. - AZIMUTH

APPROX. - APPROXIMATELY

AHP - ABOVE HEAD OF PASSES

LOCATION

PROJECT

INDEX TO DRAWINGS

SUBTITLEDWG. NO.

G-002

C-102

G-001

G-003

C-101

C-501

X-502

C-301 -- C-309

C-310 -- C-318

X-501

C-103--C-104

COVER SHEET

STAGE HYDROGRAPH -- VICKSBURG GAGE

LOCATION MAP, VICINITY MAP, ABBREVIATIONS AND INDEX TO DRAWINGS

JACKSON POINT-- GENERAL PLAN MAP

JACKSON POINT-- PLAN MAP

JACKSON POINT DIKE NO. 1-L -- PLAN & PROFILE -- RM 331.4-L, AHP

JACKSON POINT DIKE NO. 2-L -- PLAN & PROFILE -- RM 330.3-L, AHP

JACKSON POINT DIKE NO. 1 - L -- CROSS SECTIONS

JACKSON POINTDIKE NO. 2 - L -- CROSS SECTIONS

STAGE HYDROGRAPH -- NATCHEZ GAGE

JACKSON POINT DIKES -- TYPICAL SECTIONS

G -0 v ic .d g n

G-003

G E

N E

R A

L P

L A

N M

A P

J A

C K

S O

N P

T D

E S

FLOW

F L O

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

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T R

K S

B U

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P I

A N

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D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

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M -1

-1

D A

W A

L L

A C

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J O

S H

U A S .B

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CONCORDIA PARISH

L O U I S I A N A

E=1889420.088

N=640810.619

ROW

E=1891708.187

N=641527.931

E=1891066.759

N=641422.7138

E=1889270.756

N=640610.119

BOUGERE

REVETMENT

ADAMS COUNTY

M I S S I S S I P P I

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

MISSISSIPPI RIVER

E 2L

FRITZ ISLAND

JACKSON POINT

FLOW

UNION POINT LDG

H W

LAKE MARY

MRCR-87

MRCR-88

FLO

L.W .R .P

DEAD MAN'S BEND REVETMENT

B O

U G

V E

T M

E N

BEND

5 3

L.W.R.P.

L .W .R .P

19 18

LEGENDLEGEND

10001000 00 20002000 4000 FEET4000 FEET

SCALE IN FEETSCALE IN FEET

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

AHPAHP

331331

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

MRCR POINT LOCATIONS

C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

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P L

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A T

D A

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M A

R K

D E

S C

C O

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C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

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P I

A N

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D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

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O N

S T

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O O

D C

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P I

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N D T

U T

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M -1

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D A

W A

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A C

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J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

BOUGERE

REVETMENT

LEGEND

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

JACKSON POINT DIKE 2L, RM 330.3-L, AHP

JACKSON POINT DIKE 1L, RM 331.4-L, AHP

EXISTING JACKSON POINT DIKES TO BE SURVEYED

E=1889420.088

N=640810.619

E=1889270.756

N=640610.119

E=1891066.759

N=641422.7138

E=1891708.187

N=641527.931

RIGHT OF WAY LIMITS

DEAD MAN'S BEND REVETMENT

STONE PAVING

BEND

B O

U G

E R

E B

E N

D R

E V

E T

M E

N T

CONCORDIA PARISH

L O U I S I A N A

ADAMS COUNTY

M I S S I S S I P P I

JACKSON POINT

MISSISSIPPI RIVER

MRCR -87

H W

MAY 2009

STONE PAVING

L .W .R .P

1000 0500 2000 30001000 4000 FEET

SCALE IN FEET

MRCR-88

3. LWRP IS 18 FEET N.A.V.D. 88 AT SITE OF WORK.

2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.

1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.

NOTES:

AHP

STONE DIKES TO BE CONSTRUCTED.

MILES ABOVE HEAD OF PASSES.

MRCR POINT LOCATIONS

A N

C -2 p ln .d g n

C-101

P L

A N M

A P

J A

C K

S O

N P

C -2 p ln .d g n

C-102

R M

.4 -L

A H

P L

A N P

R O

J A

C K

S O

N P

T D

E S L

F L

O W

DISTANCE IN FEET FROM STATION 0+00 ALONG STRUCTURE AZIMUTH LINE OF DIKE

WOODS

W .E

T p n k

T n k

CC CC

-7

-6

-5

-4

-2

-1

-4

E L .6 .3

N A

L Y P

E L .6 .3

N A

L Y P

E L .5 .9

N A

L Y P

E L .6 .0

E L .5 .1

N A

L Y P

E L .5 .2

E L .6 .5

E L .6 .7

CCCC

C C C C

MISSISSIPPI RIVER

F.B.42049

NAIL FLY PT 102 642164.521 1890738.145 51.735

NAIL FLY PT 570 641824.875 1891372.806 62.389

NAIL FLY PT 663 641859.795 1891158.160 64.357

MRCR 88 (MRL SURVEY 2013) 636852.754 1883326.610 47.931 (NAD83(2011) MS.W.-NAVD88)

MRCR 87 (MRL SURVEY 2013) 643680.750 1883944.932 51.376 (NAD83(2011) MS.W.-NAVD88)

DIKE 1L -4+00 (2015) 642021.240 1891405.019 62.744

DIKE 1L -5+00 (2015) 641922.571 1891421.205 64.518

DIKE 1L -6+00 (2015) 641823.907 1891437.388 63.058

DIKE 1L -7+00 (2015) 641725.236 1891453.585 57.269

NAIL FLY PT 101 642233.980 1891412.801 51.123

NAIL FLY PT 795 642038.813 1890898.209 58.989

POINT NORTH EAST ELEV. DESC.POINT NORTH EAST ELEV. DESC.

-6

V VV V V

V V

V V V V

5-10

SCALE: 1" = 100'

200'0 100'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

PLAN

C-501

G R

A D

E D

C S

T O

N E

S T

R U

C T

R U

A L A

U T

H L

E C

O N

T O

U R U

P S

T R

E A

S T

R E

A M A

L O

N G

E A

R F

O O

T A

P P

R O

S T

O N

E T

O N

S P

A C

E L

O N

U D

A L P

E A

A D

E D

C S

T O

N E

S T

R U

C T

R U

A L A

U T

H L

E C

O N

T O

U R U

P S

T R

E A

W N

S T

R E

A M A

L O

N G

E A

R F

O O

T A

P P

R O

S T

O N

E T

O N

S P

A C

E L

O N

U D

A L P

E A

LIMITS OF STONE DIKE CONSTRUCTION

LINE 350^40'57"

AZIMUTH

STRUCTURE

DIKE 1L -7+00

NEW STRUCTURE AZIMUTH LINE 350^40'57"

CP1 - C/L OF JACKSON POINT DIKE 1L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

-40

-20

-40

-7+00-6+00-5+00-4+00-3+00-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

5' CROWN WIDTH 27' CROWN WIDTH

TRANS

12' BOTTOM WIDTH

+27 LWRP

+14 LWRP

+8 LWRP

5' CROWN WIDTH

STRUC AZ LINE 10' UPSTREAM OF ORIGINAL STRUC AZ LINE TRANSTRANS

LWRPLWRP

1V ON 20H SLOPE

+40 LWRP

+ 8 LWRP

BACKFILL

PROFILE

JACKSON POINT DIKE 1 - L

RM 331.4-L, AHP

MAY 2015 SURVEY

NOV 2015 SURVEY

SLOPE

1V ON 1.5

BOTTOM WIDTH

CONSTRUCT 12'

-6

CONSTRUCT 10' CROWN WIDTH

TRANS

WIDTH

35' CROWN

CONSTRUCT

WIDTH

48' CROWN

CONSTRUCT

EXISTING CONSTRUCTION

C-501

HORIZONTAL SCALE: 1" =100'

VERTICAL SCALE: 1" = 20'

DISTANCE IN FEET FROM STATION -6+40 ALONG NEW STRUCTURE AZIMUTH LINE OF DIKE

SLOPE

1V ON 5H

LEGENDLEGEND

GRADED STONE "A"

TO BE PLACED AT

JACKSON POINT

DIKE NO. 1-L

NOTE:

1. HYDROGRAPHIC SURVEY CONDITIONS

DATED 30 NOV,2 DEC, 2015.

2. SLOPE OF NATURAL REPOSE VARIES FROM

APPROX.1V ON 1.25H TO 1V ON 1.5H.

3. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT

JACKSON POINT DIKE NO. 1-L.

4. SEE SHEET C-501 FOR TYPICAL SECTIONS.

5. CONTOURS SHOWN REFER TO DIST. IN

FEET ABOVE AND BELOW LWRP.

6. HORIZONTAL DATUM USED FOR SURVEY

DATA IS NAD 83 (2011) MS WEST.

7. VERTICAL DATUM USED FOR SURVEY DATA

IS N.A.V.D. 88.

8. ALL AZIMUTHS SHOWN ARE STATE PLANE

(GRID AZIMUTHS). NORTH IS 0° AZIMUTH.

9. FOR CONSTRUCTION LAYOUT PURPOSES,

THE COORDINATES AND ELEVATIONS

SHOWN IN SURVEY TABLES IN THE PLAN

SET SHALL BE TREATED AS A LOCALIZED

COORDINATES SYSTEM AND NOT PART OF

THE STATE PLANE COORDINATE SYSTEM.

10. SEE SPECS. FOR CONSTRUCTION ORDER

OF WORK.

11. CONTROL POINTS IDENTIFIED AS (CP-X)

ARE NOT PHYSICALLY LOCATED IN

THE FIELD.

C-501

LPSTD TO BE

CONSTRUCTED

-5

-4

-2

C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps a u t o t im e

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

W .E

-10

SCALE 1" =100'

DIKE NO. 2-L

PLAN

100'

0 0

T n k

W .E

T n k

WOODS

CL DIKE

-1

-2

10 10

V V V

V V

V V V

C C CCC

C C

C C C

VVV

VVVVVVVVVVVVVVVVVV

V V V V V V V V V V V V

V V V V

T n k

WOODS

CL DIKE

E L .5 .9

E -L

E L .5 .5

E -L

O U

N D

E L .5 .5

E -L

O U

N D

E L .5 .4

N A

L Y P

E L .4 .8

E D

G E R

A P

E L .4 .9

N A

L Y P

E L .5 .8

N A

L Y P

E L .5 .9

N A

L Y P

E L .5 .3

N A

L Y P

P PP

E L .6 .2

N A

L Y P

F.B.42049

DIKE 2-L 0+00 (IP FOUND) 640862.120 1889173.508 57.584

DIKE 2-L -2+00 (IP FOUND) 640743.156 1889334.119 58.507

MRCR 88 (MRL SURVEY 2013) 636852.754 1883326.610 47.931 (NAD83(2011) MS.W.-NAVD88)

MRCR 87 (MRL SURVEY 2013) 643680.750 1883944.932 51.376 (NAD83(2011) MS.W.-NAVD88)

DIKE 2-L -1+00 (2015) 640802.567 1889253.804 57.946

EDGE RIP RAP 8+00 641341.038 1888537.110 40.848

NAIL FLY PT 103 641260.490 1888675.335 53.893

NAIL FLY PT 104 640958.072 1888640.254 61.204

NAIL FLY PT 108 640931.249 1889081.271 59.471

NAIL FLY PT 272 641159.810 1888771.786 57.315

NAIL FLY PT 154 641074.928 1888886.096 59.958

NAIL FLY PT 408 641351.149 1888535.325 40.983

POINT NORTH EAST ELEV. DESC.

F.B.42049

DIKE 2-L 0+00 (IP FOUND) 640862.120 1889173.508 57.584

DIKE 2-L -2+00 (IP FOUND) 640743.156 1889334.119 58.507

MRCR 88 (MRL SURVEY 2013) 636852.754 1883326.610 47.931 (NAD83(2011) MS.W.-NAVD88)

MRCR 87 (MRL SURVEY 2013) 643680.750 1883944.932 51.376 (NAD83(2011) MS.W.-NAVD88)

DIKE 2-L -1+00 (2015) 640802.567 1889253.804 57.946

EDGE RIP RAP 8+00 641341.038 1888537.110 40.848

NAIL FLY PT 103 641260.490 1888675.335 53.893

NAIL FLY PT 104 640958.072 1888640.254 61.204

NAIL FLY PT 108 640931.249 1889081.271 59.471

NAIL FLY PT 272 641159.810 1888771.786 57.315

NAIL FLY PT 154 641074.928 1888886.096 59.958

NAIL FLY PT 408 641351.149 1888535.325 40.983

POINT NORTH EAST ELEV. DESC.

SCALE: 1" = 100'

200'0 100'

RM 330.3-L, AHP

JACKSON POINT DIKE NO. 2-L

PLAN

20 30

IC-501

C-501

NEW STRUCTURAL AZIMUTH LINE

NEW C/L OF JACKSON POINT DIKE 2L

DIKE 2-L -2+00 (IP FOUND) -

E G

R A

D E

C S

T O

N E

S T

R U

C T

R U

A L A

C O

N T

O W

N S A

L O

N G

E A

R F

O O

T A

P P

R O

O N

S P

A K

E D S

T O

N E T

A C

E L

O N

U D

E G

R A

D E

C S

T O

N E

S T

R U

C T

R U

A L A

C O

N T

P S

T R

E A

M A

L O

N G

E A

R F

O O

T A

P P

R O

O N

S P

A K

E D S

T O

N E T

A C

E L

O N

G I T

U D

-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00

E L E

V A

N I

N F

E E

N .A .V .D

12' BOTTOM WIDTH

BACKFILL

LWRP

+15 LWRP

1V ON 20H SLOPE

+ 38 LWRP

C-501

A N

C -2 p ln .d g n

C-103

E L E

V A

N I

N F

E E

N .A .V .D

LWRP

M A

T C

H E

S S

H E

E T C -1

LIMITS OF STONE DIKE CONSTRUCTION - CONSTRUCT 10' CROWN WIDTH

LEGENDLEGEND

JACKSON POINT DIKE NO. 2-L

GRADED STONE "A" TO BE PLACED

PHYSICALLY LOCATED IN THE FIELD.

11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT

10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.

STATE PLANE COORDINATE SYSTEM.

LOCALIZED COORDINATES SYSTEM AND NOT PART OF THE

IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A

AND ELEVATIONS SHOWN

9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES

NORTH IS 0° AZIMUTH.

8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS).

7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.

MS WEST.

6. HORIZONTAL DATUM USED FOR SURVEY DATA IS NAD 83 (2011)

BELOW LWRP.

5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND

4. SEE SHEET C-501 FOR TYPICAL SECTIONS.

3. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE NO. 2-L.

TO 1V ON 1.5H.

2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H

1. HYDROGRAPHIC SURVEY CONDITIONS DATED 30 NOV,2 DEC, 2015.

NOTE:

R M

.3 -L

A H

P P

L A

N A

N D P

R O

E J

A C

K S

O N P

T D

E N

RM 330.3-L, AHP

JACKSON POINT DIKE 2 - L

PROFILE

LIMITS OF STONE DIKE CONSTRUCTION - CONSTRUCT 10' CROWN WIDTH

15+00

EXISTING CONSTRUCTION

NEW STRUCTURE AZIMUTH

CONSTRUCTED

LPSTD TO BE

F L

C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps a u t o t im e

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+00

E L E

V A

N I

N F

E E

N .A .V .D

AUGUST - SEPTEMBER 79

NOV. 2015 SURVEY

+15 LWRP

AUGUST - SEPTEMBER 79

1V ON 5H SLOPE

LWRP

-2

-1 0-

-1

-10

-1

-10

-1

-10 -10

F L

O W

00 0

0 000

0 0 0

0 0

NAIL FLY PT 104 640958.072 1888640.254 61.204

NAIL FLY PT 108 640931.249 1889081.271 59.471

NAIL FLY PT 154 641074.928 1888886.096 59.958

NAIL FLY PT 272 641159.810 1888771.786 57.315

NAIL FLY PT 408 641351.149 1888535.325 40.983

0 0

0 0 0 0

0 0

10 10 10

101010101010

10 10 10 10

POINT NORTH EAST ELEV. DESC.

SCALE: 1" = 100'

200'0 100'

SCALE: 1" = 100'

200'0 100'

RM 330.3-L, AHP (CONTINUED)

JACKSON POINT DIKE NO. 2-L

PLAN

30303030303030

30 30 30 30 30 30

CP2

A N

C -2 p ln .d g n

C-104

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

LIMITS OF STONE DIKE CONSTRUCTION - CONSTRUCT 10' CROWN WIDTH

M A

T C

H E

S S

H E

E T C -1

15+00

NEW STRUCTURE

RM 330.3-L, AHP

JACKSON POINT DIKE 2 - L

PROFILE

LIMITS OF STONE DIKE CONSTRUCTION - CONSTRUCT 10' CROWN WIDTH

EXISTING CONSTRUCTION

LEGENDLEGEND

JACKSON POINT DIKE NO. 2-L

GRADED STONE "A" TO BE PLACED

PHYSICALLY LOCATED IN THE FIELD.

11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT

10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.

STATE PLANE COORDINATE SYSTEM.

LOCALIZED COORDINATES SYSTEM AND NOT PART OF THE

IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A

AND ELEVATIONS SHOWN

9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES

NORTH IS 0° AZIMUTH.

8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS).

7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.

MS WEST.

6. HORIZONTAL DATUM USED FOR SURVEYDATA IS NAD 83 (2011)

BELOW LWRP.

5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND

4. SEE SHEET C-501 FOR TYPICAL SECTIONS.

3. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE NO. 2-L.

TO 1V ON 1.5H.

2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H

1. HYDROGRAPHIC SURVEY CONDITIONS DATED 30 NOV,2 DEC, 2015.

NOTE:

R M

.3 -L

A H

P P

L A

N P

R O

E J

A C

K S

O N P

T D

E S

LWRPLWRP

C-301

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

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S T

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C T

F L

O O

D C

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P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-7+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-6+47

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-6+00

-20

L.W.R.P.

BACKFILL

1 V ON 1.5 H SLOPE

L.W.R.P.

12' BOTTOM WIDTH

NO WORK

HORIZONTAL SCALE: 1" =20'

VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

CONSTRUCT 35' CROWN WIDTH MAY 2017 SURVEY MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE

NOTES:

C-302

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-5+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-4+80

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-4+00

-20

L.W.R.P.

12' BOTTOM WIDTH

1 V ON 1.5 H SLOPE 1 V ON 1.5 H SLOPE

BACKFILL

L.W.R.P.

CONSTRUCT 48' CROWN WIDTH

12' BOTTOM WIDTH

1 V ON 1.5 H SLOPE 1 V ON 1.5 H SLOPE

BACKFILL

L.W.R.P.

CONSTRUCT 48' CROWN WIDTH

1 V ON 1.5 H SLOPE 1 V ON 1.5 H SLOPE

BACKFILL

L.W.R.P.

12' BOTTOM WIDTH

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

CONSTRUCT 35' CROWN WIDTH

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

MAY 2017 SURVEY MAY 2017 SURVEY

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-303

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-3+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-2+48

-20

L.W.R.P.

CONSTRUCT 48' CROWN WIDTH

12' BOTTOM WIDTH

1 V ON 1.5 H SLOPE

BACKFILL

L.W.R.P.

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT10 CROWN WIDTH

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-304

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-2+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-1+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

0+00

-20

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

3679.8

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-305

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

1+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

2+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

3+00

-20

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-306

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

4+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

5+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

6+00

-20

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-307

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

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D A

W A

L L

A C

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J O

S H

U A S .B

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W N

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J A

C K

S O

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T D

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M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

7+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

8+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

9+00

-20

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

MAY 2017 SURVEY

MAY 2017 SURVEY MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-308

A N

C -3 s e c .d g n

C R

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S S

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N S

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

10+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

11+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

12+00

-20

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

MAY 2017 SURVEY MAY 2017 SURVEY

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

C-309

A N

C -3 s e c .d g n

C R

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S S

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N S

J A

C K

S O

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T D

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E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

13+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

14+00

-20

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

15+00

-20

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P.L.W.R.P. L.W.R.P.

VERTICAL SCALE: 1" = 20'

HORIZONTAL SCALE: 1" =20'

NO WORK

RM 331.4-L, AHP

JACKSON POINT DIKE NO. 1-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

JACKSON POINT DIKE NO. 1 - L

GRADED STONE "A" TO BE PLACED

LEGEND

MAY 2017 SURVEY

NO. 1 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

SURVEY.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-102).

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

C-310

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

5+32

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

6+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

7+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

L.W.R.P. L.W.R.P.

RM 330.3-L, AHP

JACKSON POINT DIKE NO. 2-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

NO. 2 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

30 NOV- DEC 2 2015

3. HYDROGRAPHIC SURVEY CONDITIONS DATED

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-103).

1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE

NOTES:

LEGEND

MAY 2017 SURVEY

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

C-311

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

M -1

-1

D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

7+39

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

-20

E L E

V A

N I

N F

E E

N .A .V .D

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P. L.W.R.P.

RM 330.3-L, AHP

JACKSON POINT DIKE NO. 2-L

CROSS SECTIONS

8+00

9+00

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

NO. 2 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

30 NOV- DEC 2 2015

3. HYDROGRAPHIC SURVEY CONDITIONS DATED

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-103).

1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE

NOTES:

LEGEND

MAY 2017 SURVEY

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

C-312

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

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E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

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N D T

U T

A R

M -1

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D A

W A

L L

A C

E P .E

J O

S H

U A S .B

R O

W N

J S

B S

H C

J A

C K

S O

N P

T D

E S

M S

R M

.1 -L

A H

J U

L Y

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

10+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

11+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

11+99

-20

E L E

V A

N I

N F

E E

N .A .V .D

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P. L.W.R.P.

RM 330.3-L, AHP

JACKSON POINT DIKE NO. 2-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

NO. 2 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

30 NOV- DEC 2 2015

3. HYDROGRAPHIC SURVEY CONDITIONS DATED

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-103).

1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE

NOTES:

LEGEND

151.9

31.7

MAY 2017 SURVEY

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

C-313

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

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E C

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S T

R U

C T

F L

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D C

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T R

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P I

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D A

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S O

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E L E

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N I

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N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

12+00

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E L E

V A

N I

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N .A .V .D

-20

E L E

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N I

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E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

13+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

-20

E L E

V A

N I

N F

E E

N .A .V .D

0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200

14+00

-20

E L E

V A

N I

N F

E E

N .A .V .D

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

CONSTRUCT 10' CROWN WIDTH

SLOPE OF NATURAL REPOSE

L.W.R.P. L.W.R.P.

RM 330.3-L, AHP

JACKSON POINT DIKE NO. 2-L

CROSS SECTIONS

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

JACKSON POINT DIKE NO. 2 - L

GRADED STONE "A" TO BE PLACED

LEGEND

MAY 2017 SURVEY

NO. 2 - L

5. L.W.R.P. IS 18 FEET N.A.V.D. 88 AT JACKSON POINT DIKE

1V ON 1.25H TO 1V ON 1.5H.

4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.

3. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2017.

DISTANCE FROM S.A.L. IS DOWNSTREAM.

2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE

(SEE SHEET C-103).

A N

C -3 s e c .d g n

C R

O S

S S

E C

N S

C-314

J A

C K

S O

N P

T D

E N

O L

E C D

E R S

T A

A T

N S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -1

-C -x x x x

P I

E R

S T

O N

E D

E C

O N

S T

R U

C T

F L

O O

D C

O N

T R

O L

P I

E R A

N…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.