18B0013.pdf

PDF 24 MB Posted Jul 27, 2018

Attached to: Flood Control, Mississippi River and Tributaries, Yazoo River Basin, Yalobusha County, MS, Mississippi Delta Headwaters Project, BC-17-01, U. S. Army Corps of Engineers, Vicksburg District
Solicitation number: W912EE18B0013
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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S O

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:41 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

A N

S I

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

O T

O U

C A

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F A C

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A T

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G-001

OTOUCALOFA CREEK WATERSHED

FC/MR&T, YAZOO RIVER BASIN

MDHP, BC-17-01

YALOBUSHA COUNTY, MS

VICKSBURG DISTRICT

C O

V E

R S

H E

E T

A C

M E S

E C

D A

W A

L L

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N W

N A

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A N M

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W E

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-B -0

J U

L Y

W912EE-18-B-0013

JULY 2018

PROJECT LOCATION

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

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C H

E C

K E

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A W

N B

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:40:35 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

D I

N D

E X T

O D

R A

G S

P R

O J E

C T L

O C

A T

N M

A P

G-002

K S

B U

R G

P I

K S

B U

R G D

T R

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

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

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

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

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 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 o d c a u

B a y o u

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

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

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

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

Hernando

Big Sa nd Cr

TeocCr

Potacocowa Cr

Sabougla

C r

Tillatoba

Tal lah atc hie

R i v e r

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

Black

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

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

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

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

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

VER

R i v e r

Springs

Holly

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

Reservoir

Ross Barnett

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

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

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

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

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

C a n a l

N o

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

146.4

6.2

8.0

7.1

L o n g

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

M a n i e c e

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

C H

A N

N E L

L O

W E

Snak e

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

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

Blac k

Bayou

Pa rk s

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 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

Lake Moon

Pass Yazoo

7.8

69.7

g h t i n g

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

T E

X A S

M c

K i n n e y

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

Creek

Staulkinghead

L i t t l e

River

P e a r l

W e s t

R i v e r

P e a r l

R i v e r

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

B a y o u

S a r a

T h o m p s o n

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

23.2

Old

B a y o u

B o b o

R a l l a h a t c h i e

L i t t l e

DeepB

Tuc ker

32.50

B a y o u y o u

B a y o u

M e t o

B i g

Meto

Bayou

PROJECT LOCATION MAP

SCALE: 1"=20 MILES

40 MILES0 20 MILES

INDEX TO DRAWINGS

DWG. NO. TITLE

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

F C /M

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

Y A

L O

B U

S H

A C

O U

N T

M S

S-504

S-503

S-502

S-501

S-001

C-507

C-506

C-505

C-504

C-503

C-502

C-501

C-303

C-302

C-301

C-202

C-201

C-103

C-102

C-101

G-402

G-401

G-002

G-001

OUTLET REINFORCEMENT

REINFORCED CONCRETE PRECAST CULVERT

INLET REINFORCEMENT

PLAN, PROFILE, AND ELEVATION

STRUCTURE GENERAL NOTES

STORM WATER POLLUTION PREVENTION PLAN - TYPICAL DETAILS

PAVEMENT MARKING DETAILS

GUARDRAIL DETAILS

MISCELLANEOUS CONSTRUCTION DETAILS

MISCELLANEOUS PIPE AND RISER DETAILS

PIPE AND RISER DETAILS

GENERAL SITE PLAN AND DETAILS

ROAD - CROSS SECTIONS

BOX CULVERT - CROSS SECTIONS

ROAD AND RISER - PROFILES, SECTION, AND DETAILS

BOX CULVERT - PROFILE AND SECTIONS

TRAFFIC CONTROL PLAN

COMPLETED SITE CONDITIONS - SITE OCW-16-10

EXISTING SITE CONDITIONS - SITE OCW-16-10

AERIAL PHOTOGRAPH - SITE OCW-16-10

GENERAL SITE LOCATION MAP

PROJECT LOCATION MAP AND INDEX TO DRAWINGS

COVER SHEET

D A

W A

L L

A C

E P .E

N W

N A

T H

A N M

O R

R O

R H

A C

M E S

E C

E -1

-B -0

J U

L Y

SITE OCW-16-10

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:43:38 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

G E

N E

R A

L S

E L

O C

A T

N M

A P

G-401

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

GENERAL SITE LOCATION MAP

SCALE: 1"=2,500'

0 5000'2500'

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E -1

-B -0

J U

L Y

SITE OCW-16-10

ROW LIMITS

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:45:54 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

G-402

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

L P

H O

T O

G R

A P

0 600'300'

SCALE: 1"=300'

F C /M

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

E O

C W -1

-1

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

AERIAL PHOTOGRAPH - SITE OCW-16-10

G R

EASY C

EEK R

STE

STR

EET

E -1

-B -0

J U

L Y

EL.=354.18

E=2518957.88

N=1694542.76

IR 20002

EL.=355.33

E=2518889.89

N=1694237.50

IR 20001

EL.=351.34

E=2518791.37

N=1694096.93

IR 20003

EL.=357.35

E=2518747.31

N=1694248.10

TBM GCR1

GUYWIRE

P.P.

24.4' ABOVE ROAD

LOW WIRE

P.P.

S.P.

S.P. / METER

SHED

P.P.

MAILBOX

GATE

INV. EL.=354.09

TOP EL.=356.10

24" CULVERT

INV. EL.=353.81

TOP EL.=356.00

24" CULVERT

GATE POST

B/W FENCE

C/L CREEK

C/L DITCH

C/L ROAD

(DO NOT DISTURB)

WATER METER

(DO NOT DISTURB)

INV. EL.=351.80

TOP EL.=354.27

30" CMP

(DO NOT DISTURB)

INV. EL.=352.51

TOP EL.=355.01

30" CMP

SEE NOTE 7

TO BE REMOVED

INV. EL.=346.55

TOP EL.=353.51

84" CMP

SEE NOTE 7

TO BE REMOVED

INV. EL.=345.84

TOP EL.=353.00

84" CMP

TO BE REMOVED

STONE PAVING

TO BE REMOVED

STONE PAVING

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:03:58 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

C-101

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

0 100'50'

SCALE: 1"=50'

F C /M

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

EXISTING SITE CONDITIONS - SITE OCW-16-10

E O

C W -1

-1

E X

G S

E C

O N

N S

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

P O

W E

R L

POWERLINE

HOUSE

G R

A V

E L D

E W

A Y

WOODS

GREASY CREEK ROAD

PAVED ROAD

TOP

T O

TOP

T O

TOP

TOP BANK

BANK

B A

N K

B A

N K

BANK

B A

N K

B A

N K

FIELD

F L

O W

F L

O W

R O

W L

ROW LIMITS

R O

W L

R O

W L

ROW LIMITS

R O

W L

G R

A V

E L

D R

E W

A Y

662-473-7676 FOR CULVERT DISPOSAL.

7. CONTACT MICHAEL SCROGGINS, STREET DEPARTMENT SUPERVISOR,

6. NO UTILITIES TO BE BURIED UNDER STRUCTURE.

REQUIREMENTS.

WITH SPECIFICATIONS AND APPROPRIATE UTILITY COMPANY

5. UTILITIES SHALL BE RELOCATED BY CONTRACTOR IN ACCORDANCE

WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.

OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE

CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION

AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED

THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

4. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

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

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

E -1

-B -0

J U

L Y

(DO NOT DISTURB)

EXISTING WATER METER

(DO NOT DISTURB)

EXISTING 30" CMP

(DO NOT DISTURB)

EXISTING MAILBOX

C/L ROAD

EDGE OF ROAD

(DO NOT DISTURB)

EXISTING 24" CULVERT

DO NOT BLOCK ACCESS TO DRIVEWAY

24.4' ABOVE ROAD

LOW WIRE

E=2518975.86

N=1694445.58

ROW

E=2519100.86

N=1694445.58

ROW

E=2519163.72

N=1694332.01

ROW

E=2519156.95

N=1694242.26

ROW

E=2519213.22

N=1694014.50

ROW

E=2518823.22

N=1694014.50

ROW

E=2518823.22

N=1694244.50

ROW

TOP EL.=350.00

E=2518955.80

N=1694195.08

42" RISER

CENTER OF

INV. EL.=341.00

E=2519034.24

N=1694172.07

30" CONDUIT

END OF

EL.=356.00

E=2518995.61

N=1694235.78

EMBANKMENT

EL.=356.00

E=2518970.28

N=1694149.42

EMBANKMENT

EL.=356.00

E=2518931.90

N=1694160.67

EMBANKMENT

EL.=356.00

E=2518907.92

N=1694204.55

EMBANKMENT

180' EMBANKMENT @ EL. 356.00

SLOPE TO DRAIN

1V:3H

1V:2.5H

1V:3H

EL.=352.50

E=2519113.43

N=1694230.76

DITCH

END OF

EL.=352.00

E=2518970.55

N=1694282.20

BEGINNING OF DITCH

EL.=351.00

E=2519024.87

N=1694303.86

END OF DITCH

EL.=351.00

E=2519151.64

N=1694285.53

BEGINNING OF DITCH

EL.=353.50

E=2519136.84

N=1694236.01

BEGINNING OF DITCH

EL.=350.00

E=2519069.81

N=1694311.91

END OF DITCH

1V:3H

LIMITS OF R200 RIPRAP

LIMITS OF R650 RIPRAP

STA.=0+26.86

EL.=345.96

E=2519055.65

N=1694376.84

END OF TRANSITION

STA.=0+66.96

EL.=347.00

E=2519044.21

N=1694334.28

TRANSITION

BEGINNING OF

STA.=0+91.96

EL.=347.00

E=2519048.53

N=1694309.66

INLET

STA.=2+11.96

EL.=340.00

E=2519069.25

N=1694191.46

OUTLET

STA.=2+61.96

EL.=340.00

E=2519077.89

N=1694142.21

TRANSITION

BEGINNING OF

STA.=3+11.96

EL.=340.00

E=2519112.14

N=1694097.46

END OF TRANSITION

STA.=0+00

EL.=356.42

E=2518965.19

N=1694251.06

ROAD

STA.=0+20

EL.=356.90

E=2518985.18

N=1694251.70

ROAD

STA.=1+65

EL.=356.90

E=2519129.94

N=1694260.09

ROAD

STA.=1+85

EL.=356.26

E=2519149.90

N=1694261.24

ROAD

END STA.=1+65

BEGIN STA.=0+20

GUARDRAILS

STA.=0+00

E=2519032.64

N=1694400.24

STRUCTURE STATIONING

STA.=3+25

E=2519088.77

N=1694080.12

STRUCTURE STATIONING

P.P.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

355 355

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W A

L L

A C

E P .E

C-102

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

0 60'30'

SCALE: 1"=30'

F C /M

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

COMPLETED SITE CONDITIONS - SITE OCW-16-10

E O

C W -1

-1

C O

M P

L E

T E

D S

E C

O N

N S

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

0+00

1+00

2+00

3+00

3+25

GREASY CREEK ROAD

HOUSE

°2 '1

A Z

°1

A Z

°7 '2

390.00'

AZ 90°0'0"

A Z

A Z °1

125.00'

AZ 90°0'0" ROW LIMITS

R O

W L

R O

W L

R O

W L

R O

W L

R O

W L

ROW LIMITS

F L

O W

F L

O W

FIELD

WOODS

SEE SHEET C-507.

7. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

6. FOR PAVEMENT MARKING DETAILS, SEE SHEET C-506.

5. FOR GUARDRAIL DETAILS, SEE SHEET C-505.

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:

9. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN.

8. NO UTILITIES TO BE BURIED UNDER STRUCTURE.

REQUIREMENTS.

WITH SPECIFICATIONS AND APPROPRIATE UTILITY COMPANY

7. UTILITIES SHALL BE RELOCATED BY CONTRACTOR IN ACCORDANCE

WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.

OF CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE

CATTLE FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION

AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED

THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

6. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN

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) MS WEST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

E -1

-B -0

J U

L Y

(0.6 MILES AHEAD)

R11-3A

W20-3

R11-2 AND TYPE 3 BARRICADE WITH FLASHER

W20-3

(3 MILES AHEAD)

R11-3A

STEPHENS STREET

GREASY CREEK ROAD

FLASHER

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:06:49 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

C-103

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

T R

A F F

O N

T R

O L P

TRAFFIC CONTROL PLAN

ROAD

CLOSED

1000 FT

ROAD

CLOSED

ROAD CLOSED

LOCAL TRAFFIC ONLY

ROAD CLOSED

LOCAL TRAFFIC ONLY

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

TRAFFIC CONTROL DEVICES - 2009 EDITION" PUBLISHED BY THE U.S. DEPARTMENT OF

2. FOR SIGNAGE CONSTRUCTION AND PLACEMENT DETAILS SEE "THE MANUAL ON UNIFORM

ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.

1. THE LOCATION AND SPACING OF SIGNS SHOWN ON THE TRAFFIC CONTROL PLANS

NOTES:

SCALE: NONE

TYPE 3 BARRICADE

SCALE: NONE

SHALL HAVE RETROREFLECTIVE RAIL FACES.

NOTE: THE SIDES OF BARRICADES FACING TRAFFIC

3 MILES AHEAD0.6 MILES AHEAD

0.6 MILES

1,000'

3 MILES

1,000'

HWY 3

GREASY

CREEK ROAD

4' (MIN.)

(48"X48")

(ORANGE AND BLACK)

(48"X30")

(BLACK AND WHITE)

(60"X30")

(BLACK AND WHITE)

(60"X30")

(BLACK AND WHITE)

R11-2

W20-3

R11-3A R11-3A

E -1

-B -0

J U

L Y

15'29'

100'120'25'40'

50'

EXISTING GROUND

SHEET C-202

SEE ANCHOR TRENCH DETAIL

24" R200 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

INLET INV. EL. 341.00

OUTLET INV. EL. 340.00

66' 29'25'

9' X 9' CONCRETE BOX CULVERT

EL. 352.50

EL. 352.00

SHEET C-202

SEE TYPICAL ROAD CROSS SECTION

C/L ROAD

EL. 351.50

EL. 351.00

MATCH EXISTING CHANNEL ELEVATION

1V:3H

9" FILTER STONE

ENGINEERING FABRIC

R650 RIPRAP

1V:1H

VARIES

C/L NEW CHANNEL

EL. VARIES

EXISTING GROUND

25'

C/L NEW CHANNEL

24" R200 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

16" R200 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

SHEET C-202

SEE ANCHOR TRENCH DETAIL

EL. 351.00

TOP OF RIPRAP

EL. 351.00

TOP OF RIPRAP

EXISTING GROUND

25'

24" R200 RIPRAP

1V:1H

9" FILTER STONE

ENGINEERING FABRIC

16" R200 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

1V:1H

SHEET C-202

SEE ANCHOR TRENCH DETAILLIMITS OF EXCAVATION

DITCH EXCAVATION

EL. 351.00

TOP OF RIPRAPEL. 351.00

TOP OF RIPRAP

EXISTING GROUND

EL. 341.00 EL. 338.50

EL. 347.00

24.67'

9' X 9' CONCRETE BOX CULVERT

EXISTING GROUND

LIMITS OF EXCAVATION

BACKFILL

SEE SHEET C-202 FOR ROAD PROFILE

ROAD SURFACE

VARIES

EL. 337.50

BACKFILL

1V:2H

LIMITS OF EXCAVATION

SHEET C-202

SEE ANCHOR TRENCH DETAIL

EXISTING GROUND

EL. 353.00

TOP OF RIPRAP

EL. 354.00

TOP OF RIPRAP

EL. 356.00

TOP OF RISER EMBANKMENT

BACKFILL

LIMITS OF EXCAVATION

RISER AND CONDUIT

1V:3H

24" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

24" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

INLET STRUCTURE

OUTLET STRUCTURE

C/L NEW CHANNEL AND BOX CULVERT C/L NEW CHANNEL AND OUTLET STRUCTURE

C/L NEW CHANNEL AND INLET STRUCTURE

47.67'

C/L NEW CHANNEL

EXISTING GROUND

SHEET C-202

SEE ANCHOR TRENCH DETAIL

24" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

72" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

1V:1H

EL. 353.00

TOP OF RIPRAP

EL. 350.00

TOP OF RIPRAP

VARIES

C/L NEW CHANNEL

EXISTING GROUND

EL. 350.00

TOP OF RIPRAP

EL. 352.00

TOP OF RIPRAP

SHEET C-202

SEE ANCHOR TRENCH DETAIL

1V:1H

24" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

36" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

EL. 354.00

TOP OF RIPRAP

12" GRANULAR BEDDING MATERIAL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:08:37 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

C-201

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

B O

X C

U L

V E

R T

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

SCALE: NONE

PROFILE ALONG CENTERLINE OF STRUCTURE

SECTION A

C-201 SCALE: NONE

SECTION B

C-201

SCALE: NONE

SECTION C

C-201

SCALE: NONE

SECTION D

C-201 SCALE: NONE

SECTION E

C-201

SCALE: NONE

SECTION F

C-201 SCALE: NONE

SECTION G

C-201

FLOW

TRANSITION TO EXISTING CHANNEL

EL. 347.00

EL. 341.00

EL. 340.00 EL. 340.00

1V:

1V:3H 1V:3H 1V:

EL. 347.00

VARIES

1V:2H

1V:3H 1V:

VARIES

1V :2H

1V:2H

EL. 340.00

1V:

EL. 340.00

1V:

1V:3H

EL. 340.00

1V:3H 1V :3H

P R

O F

E A

N D S

E C

E -1

-B -0

J U

L Y

20.00'145.00'20.00'

9' X 9' CONCRETE BOX CULVERT

EXISTING C/L ROAD

EL. 356.42

C/L ROAD

EL. 356.90

C/L ROAD

EL. 356.90

C/L ROAD

EL. 356.26

C/L ROAD

LIMITS OF BOX CULVERT EXCAVATION

20'

C/L ROAD

SEE SHEET C-505

GUARDRAILSEE SHEET C-505

GUARDRAIL

ASPHALT SURFACE COURSE

2" 12.5mm HOT MIX

ASPHALT BINDER COURSE

2" 12.5mm HOT MIX

6" LIME STABILIZED

C/L NEW DITCH

ANCHOR TRENCH BACKFILL

ENGINEERING FABRIC

EXISTING GROUND

80'

C/L EMBANKMENTC/L RISER

ANTI-VORTEX BAFFLE

EL. 350.00

TOP OF RISER

FENCE

LIMITS OF EXCAVATION

RISER INV. EL. 342.00

EL. 340.50

42" RISER

EL. 356.00

EL. 354.00

RIPRAP

24" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

30" CONDUIT

KEYWAY

CONNECTING BAND

FILTER DRAINAGE RING

PIPE ANCHOR

OUTLET INV. EL. 341.00

12" GROUT CRADLE

36" R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

4" CRUSHED STONE SHOULDER COURSE

8" CRUSHED STONE BASE COURSE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:10:44 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

L L

A C

E P .E

C-202

N W

N A

T H

A N M

O R

R O

R H

K S

B U

R G

P I

A C

M E S

E C

K S

B U

R G D

T R

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

P R

O F

E S S

E C

A N

D D

E T

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E D

SCALE: NONE

PROFILE ALONG CENTERLINE OF ROAD

TYPICAL ROAD CROSS SECTION

ANCHOR TRENCH DETAIL

TYPICAL DITCH DETAIL

0% SLOPE

TRANSITION TRANSITION

30'

10' 10'

1'1'

10' CLEAR ZONE 10' CLEAR ZONE

4% 4% 2%2%

1V:3H 1V:

BOTTOM WIDTH

12"

12" (MIN.)OVERLAP

4.75' 15' 14' 48'

4' 36' 40' (MIN.)

VARIES

1V:2H

1V :2.

1V:3H

EL. 340.00

PROFILE ALONG CENTERLINE OF CONDUIT

R O

A D A

N D R

E R

1V:

1V:3H

2.4% SLOPE 3.2% SLOPE

E -1

-B -0

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

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365365

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CROSS SECTIONS PLOTTED LOOKING DOWNSTREAM.

NOTE:

BOX CULVERT - CROSS SECTIONS

STA. 0+00

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LEGEND

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BOX CULVERT

EXCAVATE

BACKFILL

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U .S

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CROSS SECTIONS PLOTTED LOOKING DOWNSTREAM.

NOTE:

BOX CULVERT - CROSS SECTIONS

STA. 2+00

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LEGEND

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BOX CULVERT

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U .S

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CROSS SECTIONS PLOTTED LOOKING EAST.

NOTE:

ROAD - CROSS SECTIONS LEGEND

EXISTING GROUND

BOX CULVERT

E -1

-B -0

J U

L Y

SEE DETAIL SHEET C-501

ANCHOR TRENCH

SEE DETAIL SHEET C-501

ANCHOR TRENCH

VARIES SEE SITE PLANS VARIES SEE SITE PLANS

FINISHED GRADE

ENGINEERING FABRIC

24" R650 RIPRAP

CONDUIT DIA.

CONDUIT

12" GROUTED RIPRAP CRADLE

EL. SHOWN ON PROFILES

LIMITS OF RIPRAP

FILTER DRAINAGE RING

SEE DETAIL SHEET C-501

ANCHOR TRENCH

24" R650 RIPRAP

PIPE ANCHOR

ENGINEERING FABRIC

SEE DETAILS SHEET C-502

CONNECTING BAND

1/3 LENGTH OF CONDUIT

SEE DETAIL SHEET C-501

ANCHOR TRENCHR650 RIPRAP

ENGINEERING FABRIC

TOE OF SLOPE

TO PROVIDE SMOOTH BEDDING SURFACE FOR THE CONDUIT

GROUT 12" DEEP CRADLE IN THE RIPRAP BENEATH CONDUIT

THALWEG

12"

ANCHOR TRENCH BACKFILL

ENGINEERING FABRIC

OVERLAIN WITH 6" OF TOPSOIL

SHALL BE 6" OF LIME TREATED SOIL

TOP 12" OF MATERIAL WITHIN THIS AREA

SEE DETAILS SHEET C-503

RISER FENCE

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-502

CONCRETE TOP SLAB

RISER

CONDUIT

OR EXCAVATION

EXISTING STREAM

TOP BANK OF

SEE DETAILS SHEET C-504

LIMITS OF EROSION CONTROL MATTING

LIMITS OF RIPRAP

FILTER DRAINAGE RING

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SCALE: NONE

RIPRAP DETAILS

SCALE: NONE

SECTION

ANCHOR TRENCH DETAIL

SITE WITH RIPRAP

F C /M

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1V :1 .5

2' (MIN.) 2' (MIN.)

1' 1'

12" (MIN.)OVERLAP

VARIES

SEE SITE PLANS

VARIES

SEE SITE PLANS

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M B

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TO THE LIMITS OF ALL FILL.

2. LIME TREATMENT AND TOP SOIL SHALL BE PLACED

VARY SIGNIFICANTLY FROM SITE TO SITE.

1. SLOPES FROM RISER TO EXISTING STREAM/GROUND

NOTES:

PROFILE

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EXAMPLE SITE PLAN SHOWING LIMITS OF LIME TREATMENT, TOPSOIL, AND EROSION CONTROL MATTING

E -1

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J U

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CONCRETE TOP SLAB

PIPE STUB

CONDUIT

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

RISER DIA. + 4'

SHOP WELD

NON-REINFORCED CONCRETE RISER FOUNDATION

CONDUIT

CONNECTING BAND

6" TOPSOIL

6" LIME TREATED

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

CONCRETE TOP SLAB

NON-REINFORCED

CAST IRON TANK LUG

9 CORRUGATIONS

PIPE END

WITH CLOSED CELL GASKET

CORRUGATED METAL BAND

CONNECTING BAND

ROD BINDER

2" X 2" ANGLE IRON

SEE TANK LUG DETAIL SHEET C-502

TANK LUGS (2 REQUIRED)

MASTIC SEAL (TYP.)

TO BAND (TYP.)

ARC WELD ANGLE IRONANGLE IRON

12 GAUGE GALVANIZED BAND

O-RING GASKETS

SEE TANK LUG DETAIL SHEET C-502

TANK LUGS (6 REQUIRED)

ROD BINDER

FOR ALTERNATE CONNECTION

SEE ANGLE IRON CONNECTION DETAIL

BAR AND STRAP

SEE TANK LUG DETAIL SHEET C-502

TANK LUGS (2 REQUIRED)

ARC WELD STRAP TO BAND

FORMED BAND

12 GAUGE GALVANIZED

STEEL BAR

GALVANIZED FORGED

LOCK WASHERS

NUTS

REROLLED ANNULAR PIPE END

CORRUGATION IN PIPE ENDS

BAND MESHES WITH SECOND ANNULAR

CONTINUOUS CORRUGATION AROUND

CORRUGATION IN PIPE ENDS

BAND MESHES WITH SECOND ANNULAR

CONTINUOUS CORRUGATION AROUND

7/16" GALVANIZED ROD BINDER

1/2" X 1-3/4" COUPLING NUT

1/2" WASHER

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT 1/2" X 6" GALVANIZED CARRIAGE BOLTS

S O

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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E C

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RISER DETAIL

SCALE: NONE

CONCRETE TOP SLAB SINGLE RISER

ALTERNATE NO. 1

ALTERNATE NO. 2

CONNECTING BAND DETAILS

SCALE: NONE

ANGLE IRON CONNECTION DETAIL

SECTION A

2' 2'RISER DIA.

E R D

PIPE STUB

THE PERIMETER OF CONCRETE TOP SLAB.

5. 12" X 6" CONCRETE KEYWAY REQUIRED AROUND

CONDUIT DIAMETERS.

4. SEE INDIVIDUAL SITE PLANS FOR RISER AND

FALL ANGLE OF MAIN CONDUIT.

3. ANGLE OF 4' PIPE STUB AT RISER SHALL MATCH

IN ACCORDANCE WITH THE SPECIFICATIONS.

2. TREAT ALL WELDS ON CORRUGATED METAL PIPE

CONCRETE.

BITUMINOUS PAINT PRIOR TO PLACING OF

1. TREAT CORRUGATED METAL PIPE WITH

RISER DETAIL NOTES:

2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.

SPECIFIED FOR PIPE.

GAUGE AND DEPTH OF CORRUGATION AS

1. THE CONNECTING BAND SHALL BE THE SAME

BAR AND STRAP CONNECTION DETAIL

SCALE: NONE

TANK LUG DETAIL

L A

(T Y

C-502

HAVING A DIAMETER OF 30" OR LESS.

THESE BANDS MAY BE USED ON CONDUITS

NOTE:

CORRUGATED BAND CONNECTION DETAIL

1' 1'

C-502

Y A

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B U

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E -1

-B -0

J U

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SEE BAND LENGTH TABLE SHEET C-503

FLAT, 6" WIDE, 12 GAUGE METAL BAND

CONTINUOUS WELD

3-1/2" X 3-1/2" ANGLE IRON

3/8" THICK, 6" WIDE

3/4" STOP NUTS

3/4" X 7' ANCHOR ROD

SEE BAND LENGTH TABLE SHEET C-503

FLAT, 6" WIDE, 12 GAUGE METAL BAND

SEE DETAIL A

RIPRAP

GROUTED RIPRAP CRADLE

3/4" X 7' ANCHOR ROD

FOR 3/4" ANCHOR ROD

ASSEMBLE WITH 1-1/2" SQUARE HUB TAPPED

28.5" MIN. LENGTH, DOUBLE 8" HELIX ANCHOR

8" HELIX

INTERMEDIATE POST (IF REQUIRED)

NOTCH 1" (MAX.) INTO CORNER AND

4" X 4" TOP BRACE

RISER

POST

BARBED WIRE

6" TOPSOIL

6" LIME TREATED

SEE SLAB DETAILS SHEET C-502

CONCRETE TOP SLAB

WELD (TYP.)

CMP RISER

CONTACT (8 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

RISER DIA. + 2"

RISER DIA.

CONTACT (8 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CONTACT (4 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

BOTTOM OF ANGLE IRON

(4 REQUIRED)

WELDED TO CORRUGATED METAL AT ALL POINTS OF CONTACT

SEE FIN HEIGHT TABLE SHEET C-503

SEE ANGLE IRON HEIGHT TABLE SHEET C-503

WELD (TYP.)

CONTACT (4 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CONTINUOUS WELD EACH SIDE

CMP RISER

ANTI-VORTEX BAFFLE (14 GAUGE)

CORRUGATED METAL

WELDED TO ANGLE IRON (4 REQUIRED)

1/4" THICK, 1" WIDE FLAT METAL BAR

WELDED TO ANGLE IRON (4 REQUIRED)

1/4" THICK, 1" WIDE FLAT METAL BAR

CONTACT (8 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CONTACT (4 REQUIRED)

CORRUGATED METAL AT ALL POINTS OF

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

(4 REQUIRED)

WITH NUTS AND LOCK WASHERS

WITH 5/8" GALVANIZED HEX BOLTS

METAL STRAPS ATTACH TO RISER

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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A N M

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B U

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M E S

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K S

B U

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C E

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A N

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U S P

E A

N D R

E R D

E T

A x x x xxx

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

SCALE: NONE

SCALE: NONE SCALE: NONE

SCALE: NONE

DETAIL A

CONDUIT

DIAMETER

BAND

LENGTH

30" 4'-6"

(TYP.)

PIPE ANCHOR DETAILS

RISER FENCE DETAIL

1' 2' 2' 1'

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE NOT SHOWN

NOTE:

SECTION B SECTION C

ELEVATION

ISOMETRIC

ANTI-VORTEX BAFFLE DETAILS

MULTIPLE CONDUIT STRUCTURES.

2. PIPE ANCHORS TO BE STAGGERED 2' (MIN.) FOR

LOCATIONS WHERE PIPE ANCHORS ARE REQUIRED.

RIPRAP IS USED. SEE INDIVIDUAL SITE PLANS FOR

1. PIPE ANCHOR(S) ARE REQUIRED ONLY AT SITES WHERE

PIPE ANCHOR NOTES:

" 6

CONTRACT SPECIFICATIONS. ALL FASTENING HARDWARE SHALL BE GALVANIZED.

5. FENCE TOP BRACE SHALL BE 4" X 4" STANDARD PRESSURE TREATED IN ACCORDANCE WITH THE

WITH THE CONTRACT SPECIFICATIONS.

ROUND BARBS, SPACED 5" ON CENTER. THE BARBED WIRE SHALL BE GALVANIZED IN ACCORDANCE

4. BARBED WIRE SHALL BE DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE WITH 14 GAUGE, 4 POINT

PLACED 3" BELOW TOP OF POSTS.

3. FENCING SHAL CONSIST OF 3 STRANDS OF BARBED WIRE PLACED 1'-3" APART WITH TOP STRAND

SHALL BE EVENLY SPACED BETWEEN CORNER POSTS.

2. MAXIMUM SPACING BETWEEN FENCE POSTS SHALL BE 10'. INTERMEDIATE POSTS, WHERE REQUIRED, THE EDGE OF THE CONCRETE PAD.

CONTRACT SPECIFICATIONS. POST SHALL BE SET 2' BELOW GROUND ELEVATION AND 1' OUTSIDE

1. FENCE POSTS SHALL BE 4" X 4", 6' LONG STANDARD PRESSURE TREATED, IN ACCORDANCE WITH THE

RISER FENCE NOTES:

(TYP.)

BAFFLE WIDTH

C-503

SEE SITE PLANS

H E

H T

A N

G L E I

DIAMETER

FIN

HEIGHT

42" 3'-6"

RISER

1'-9"

HEIGHT

ANGLE IRON

H T

ANTI-VORTEX BAFFLE AND ALL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

ANTI-VORTEX BAFFLE NOTE:

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SEE SITE PLAN FOR SLOPE SEE SITE PLAN FOR SLOPE

EXISTING GROUND

CONDUIT DIA.

CONDUIT

6' (MIN.)

SEEDED THEN COMPACTED SOIL

25' (MAX.)25' (MAX.)

RIPRAP WHERE REQUIRED

SEE ANCHOR TRENCH DETAIL SHEET C-501

ANCHOR TRENCH WHERE REQUIRED

TO TOE OF SLOPE

EXTEND EROSION CONTROL MATTING

WHERE RIPRAP IS NOT REQUIRED

12" DEEP

TRAVERSE TERMINAL TRENCH

12" DEEP

TRAVERSE TERMINAL TRENCH

12" DEEP, 25' MAX INTERVALS

TRAVERSE CHECK SLOT TRENCH

TRAVERSE TRENCH

ANCHOR SEE NOTE 1

RISER

KEYWAY

CONDUIT

C/L EMBANKMENT

NET (DESIGN) GRADE

GROSS CONSTRUCTION GRADE

CONDUIT

EXISTING GROUND

CONDUIT EXCAVATION

GROSS CONSTRUCTION GRADE

6" TOPSOIL

6" LIME TREATED

SHOWN ON THE SITE PLANS

NET (DESIGN) GRADE AS

EXISTING GROUND

CONDUIT

COMPACTED BACKFILL

UNDISTURBED GROUND

5' MINIMUM DEPTH INTO

UNDISTURBED GROUND

5' MINIMUM DEPTH INTO

UNDISTURBED GROUND

2' MINIMUM DEPTH INTO

CONDUIT PIPE EXCAVATION

GRADE BETWEEN LIMITS OF

USE GROSS CONSTRUCTION

C/L EMBANKMENT

CONDUIT

1V:2H1V:2H

10'

UNDISTURBED GROUND

2' MINIMUM DEPTH INTO

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U E D

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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M E S

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E R B

A S

M D

H P

B C -1

-0

SCALE: NONE

SCALE: NONE SCALE: NONE

2' 2'

C O

N D

CONDUIT EXCAVATION SECTION

DIVERSION EMBANKMENT DETAIL

2' (MIN.)

PROFILE

END OF ROLL TREATMENT

EROSION CONTROL MATTING DETAILS

6" (MIN.)

OVERLAP

4. BACKFILL ALL TRENCHES WITH PERVIOUS MATERIAL.

3. ALL TRAVERSE TRENCHES TO 12" DEEP X 6" WIDE.

INTERSECTION.

2. MATTING TO BE 10' (MIN.) WIDE WITH 5' (MIN.) ON EITHER SIDE OF SLOPE

RECOMMENDATIONS.

AND END OF ROLL. ANCHORS SHALL COMPLY WITH MANUFACTURER'S

1. ANCHOR EROSION CONTROL MATTING AT 3' ON CENTER IN ALL TRENCHES

EROSION CONTROL MATTING NOTES:

PROFILE

SECTION

GROSS CONSTRUCTION GRADE DETAILS

KEYWAY DETAILS

SECTION PROFILE

1V:

2.5H

VARIES

TAPER

V :3

KEYWAY

Y A

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-B -0

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D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:26:37 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

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C-505

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A C

M E S

E C

K S

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T R

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A S

M D

H P

B C -1

-0

G U

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E D

6'-3" 6'-3" 6'-3" 6'-3" 6'-3"

** OPTIONAL BEAM LENGTHS

6'-3"

**25'-0" **12'-6"

ELEVATION FROM L ROADWAYC

SLOT

3/4" X 2 1/2"

12"

6" 6"

13/16" DIA. HOLES

1 1/8"

PER LAP.

BOLTS - 8 REQ'D.

5/8" X 1 1/4" SPLICE

RECESS NUT

HEAD BOLT AND

5/8" X 2" BUTTON

5/8" X 1 1/2" HEX

BOLT & NUT

(2 REQ'D. - ONE

AT TOP & ONE

AT BOTTOM ON

OPPOSITE SIDES)

6'-3" C.C POSTS

4 1/4"

SPLICE BOLTS

HOLES FOR 5/8" X 1 1/4"

29/32" X 1 1/8" SLOTTED

FOR POSTS

3/4" X 2 1/2" SLOTTED HOLES

2" 2"

4 1/4"

12 1/2" LAP

SLOTTED HOLES

29/32" X 1 1/8"

SLOT

3/4" X 2 1/2"

3 1/4"

2 5/16"

3 1/4"

1 1/8"

ELEVATION SECTION

BEAM SPLICE

SECTION A-A

GUARD RAIL POST

FRONT SECTION A-A

OFFSET BLOCK

BACK-UP PLATE

TYPICAL RAIL SECTION

13/16" DIA. HOLES

OFFSET BLOCK

POST

GUARD RAIL

COMPOSITE MATERIAL

STEEL

A A

1 1/4"

BUTTON HEAD

OVAL SHOULDER

SPLICE BOLT

AND NUT

†"O

END SECTION DETAIL

P R

O X

8-1/2"2-1/4"

VARIES

V A R I E S

SLOTTED HOLES

ž" X 1-1/8"

3' MIN.

GUARDRAIL "W" BEAM AND METAL POST DETAILS

SCALE: NONE

GUARDRAIL POST

WELDED TO GUARDRAIL POST

STEEL SOIL BEARING PLATE SHOP

GUARD RAIL NOTES:

W6 X 8.5 STEEL POST

W6 X 9.0 STEEL POST

EDGE OF ROADWAY

BARRIER RAIL HARDWARE".

FORCE NO.13, TITLE "A GUIDE TO STANDARDIZED HIGHWAY

& RAIL ELEMENTS, SEE AASHTO - SGC - ARTBA JOINT TASK

7) FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS,

6) BACK-UP PLATE REQUIRED AT ALL NON-SPLICE POSTS.

GALVANIZING EXCEPT FOR HOLES TO MOUNT GUARD RAIL DELINEATORS.

5) NO PUNCHING, DRILLING OR CUTTING WILL BE PERMITTED AFTER

ACCORDANCE WITH AASHTO DESIGNATION: M-111.

(EXCEPT ULTRASONIC TESTING) AND SHALL BE GALVANIZED IN

4) POSTS AND BLOCKS SHALL CONFORM TO ASTM DESIGNATION: A36/A36M

TRAFFIC FLOW FOR THE LANE NEAREST THE GUARD RAIL.

3) GUARD RAIL SECTIONS SHALL BE LAPPED IN THE DIRECTION OF

2) GUARD RAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED.

UNLESS OTHERWISE DESIGNATED, OF AASHTO DESIGNATION: M-180.

1) GUARD RAIL SHALL MEET THE REQUIREMENTS OF CLASS A TYPE 1,

E -1

-B -0

J U

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RAISED PAVEMENT MARKERS

TWO-WAY REFLECTIVE YELLOW

EDGE OF ROAD

C/L ROAD

4" CONTINUOUS WHITE EDGE STRIPE

4" DOUBLE CONTINUOUS YELLOW STRIPE

DETAIL A

EDGE OF ROAD

RAISED PAVEMENT MARKERS

TWO-WAY REFLECTIVE YELLOW

C/L ROAD

S O

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D A

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C T N

C H

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K E

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D R

A W

N B

U E D

A T

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SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:28:04 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

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C-506

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H P

B C -1

-0

V E

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PAVEMENT MARKING DETAILS

40'

TRAFFIC

SCALE: NONE

TWO-WAY TRAFFIC

DETAIL A

TRAFFIC

PAVEMENT MARKERS SPACING

E -1

-B -0

J U

L Y

A A

BALE WIDTH

STORAGE HEIGHT

9" (MAX. RECOMMENDED)

AND BACKFILL WITH COMPACTED MATERIAL

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

4" X 4" TRENCH

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

STEEL OR WOOD POST

6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE

10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE

SEEDED THEN COMPACTED SOIL

6' (MIN.)

COARSE AGGREGATE

AS REQUIRED WIDTH

(5' MIN. LENGTH)

STEEL OR WOOD POST

MAX. ABOVE GROUND)

(SILT FENCE 16" MIN. ABOVE GROUND AND 34"

ATTACH SECURELY TO UPSTREAM SIDE OF POST

FILTER FABRIC

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:36:43 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

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A C

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C-507

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A N M

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K S

B U

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P I

A C

M E S

E C

K S

B U

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T R

O R

M W

A T

E R P

O L L

U T

N P

R E

V E

N T

N P

L A

T Y

A L D

E T

F C /M

Y A

Z O

O R

E R B

A S

M D

H P

B C -1

-0

F L

O W

SCALE: NONE

PLAN

SECTION

SILT SCREEN FENCE IN DRAINAGE

POINTS A SHOULD BE HIGHER THAN POINT B.

NOTE:

1. EXCAVATE THE TRENCH. 2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

(FILLED BY WEDGING WITH STRAW).

3. GAPS BETWEEN BALES SHALL BE CHINKED 4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

CONSTRUCTION OF A STRAW BALE BARRIER

SCALE: NONE

STRAW BALE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

RUNOFF

FLOW

01 57 20.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION

ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE AND

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING

LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM

4. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT DRAWINGS MAY NOT FULLY

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

OFF SITE AND CAN BE PERMENANTLEY STABILIZED.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

NOTES:

2' (MIN.)

.5 (M

FLOW

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NONE

CONSTRUCTION ENTRANCE AND EXIT DETAIL

HARD

SURFACE

PUBLI

ROAD

50' (M

IN.) LENGTH

D E

P T

Y A

L O

B U

S H

A C

O U

N T

M S

O T

O U

C A

L O

F A C

R E

E K W

A T

E R

S H

E -1

-B -0

J U

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HOOK LEG LENGTH

O K E

M B

E D

M E

N T L

E N

G T

E M

B E

D M

E N

T L

E N

G T

H L A

P L

E N

G T

CONST JT TYP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:48:09 PM 7/26/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BC-17-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BC-17-01_

W A

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A C

E P .E

S-001

L .Y

A N

Y A

N N

J P

A S

C H

A L

K S

B U

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P I

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R U

C T

U R

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T R

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A L N

O T

E S

CAST-IN-PLACE CONCRETE ABBREVIATIONS

IN NO CASE SHALL THE COVER BE LESS THAN:

FORMED AND SCREEDED SURFACES:

2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE

SURFACES EXPOSED TO ABRASION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION

EQUAL TO OR…

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