17b0003.pdf

PDF 24 MB Posted Apr 6, 2017

Attached to: Flood Control, Mississippi River and Tributaries, East Bank Mississippi River Levees, Magna Vista-Brunswick, MS, Paving Item 468-L
Solicitation number: W912EE-17-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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B10_bid_abstract_W912EE-17-B-0003.pdf	PDF	May 16, 2017
A22_W912EE-17-B-0003-0002.pdf	PDF	May 9, 2017
A22_W912EE-17-B-0003-0001.pdf	PDF	May 4, 2017
SUMMARY.pdf	PDF	Apr 6, 2017
specs.pdf	PDF	Apr 6, 2017

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®of Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912EE-17-B-0003

Contract: W912EE-XX-X-XXXX

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

O V

E D B

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

EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA - BRUNSWICK, MS

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

G-001

C O

V E

R S

H E

E T

G -0

.d g n

PAVING ITEM 468-L

MARCH 2017

E C D

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

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E V

E E

M A

G N

A V

T A B

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M S

P A

G I T

E M

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D A

W A

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A C

E P .E

A R

C H

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L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

E C D

F L

O O

D C

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T R

O L

P I

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N D T

U T

A R

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A N

K M

P I

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E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

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

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

FLO

ODWAY

Q U

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

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

13.9

8.0

7.1

Lo ng

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 R

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

9.4

BFi gh ti ng

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

2.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

A S

Mc Ki nn ey

Laf our che

G arland C ity

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.

.4 0.

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

35.0

B a y o u

Bayou

Meto B i g

Meto

Bayou

INDEX TO DRAWINGS

DWG. NO. TITLE

PROJECT LOCATION

SCALE: 1 IN. = 20 MILES

2010 40 60 MILES

SCALE 1" = 20 MILES

E S

PROJECT LOCATION MAP

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

GENERAL SITE LOCATION MAP

G-002

G -0

.d g n

A N

S I

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 A

N D

G-401

G-402

C-101

C-102

C-103

G-001 COVER SHEET

AERIAL PHOTOGRAPH - ITEM 468-L

SITE PLAN - ITEM 468-L

C-502 PAVEMENT MARKING DETAILS

C-501 TYPICAL ROAD SECTION, PROFILE, AND DETAIL

C-104

C-504

C-503

C-505

TRAFFIC CONTROL PLANS WITH FLAGGER - ONE-LANE CLOSURE OF TWO-WAY TRAFFIC

TRAFFIC CONTROL PLANS - MOBILE OPERATIONS - TWO-WAY ROADS

TRAFFIC CONTROL PLANS - UNEVEN PAVEMENT DETAILS

SITE PLAN - ROAD STA. 0+00 TO LEVEE STA. 8010+00

SITE PLAN - LEVEE STA. 8010+00 TO LEVEE STA. 8095+00

SITE PLAN - LEVEE STA. 8095+00 TO LEVEE STA. 8148+00

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

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M A

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D E

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C O

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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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

C D

SCALE: 1 IN. = 2500 FT.

2500 5000 7500 FT.2500 1250

GENERAL SITE LOCATION MAP

SCALE 1"=2500'

G -4

.d g n

G E

N E

R A

L S

E L

O C

A T

N M

A P

G-401

ITEM 468-L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

D A

W A

L L

A C

E P .E

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

C D

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

SCALE 1"=1000'

SCALE: 1 IN. = 1000 FT.

1000 2000 3000 FT.1000 500

AERIAL PHOTOGRAPH - ITEM 468-L

G-402

A E

L P

H O

T O

G R

A P

-L

G -4

.d g n

H W

ALBEM

LE LAKE

E M

E L

A K E

ROAD STA. 0+00

UPPER END OF ITEM 468-L

LEVEE STA. 8147+73

LOWER END OF ITEM 468-L

LEVEE STA. 7927+57

ROAD STA. 6+80

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

VERSION OF MUTCD. FOR MINIMUM SIGNAGE, SEE SHEETS C-503, C-504, & C-505.

6. CONTRACTOR TO PROVIDE FOR TRAFFIC CONTROL IN ACCORDANCE WITH LATEST

5. FOR PAVEMENT MARKING DETAILS SEE SHEET C-502.

DETAIL SHEET C-501.

4. AT RAMPS WITH EXISTING CRUSHED STONE PAVE 4' APRON. SEE TYPICAL RAMP

3. CRUSHED STONE TO BE USED FOR SHOULDERS. SEE SHEET C-501 FOR DETAILS.

SEE SHEET C-501 FOR DETAILS.

2. ASPHALT TO BE PLACED IN 3 LIFTS: 3IN. LIFT, 1 1/2IN. LIFT, AND 1 1/2IN. LIFT

LEVEE STA. 7927+57 TO LEVEE STA. 8147+73.

1. ASPHALT PAVING FROM ROAD STA. 0+00 TO ROAD STA. 6+80 AND FROM

NOTES:

0+00

8140+00

8145+00

8147+73

SCALE 1"=700'

SCALE: 1 IN. = 700 FT.

700 1400 2100 FT.700 350

DETAIL A

CONSTRUCTION LIMITS

SCALE: NONE

SITE PLAN - ITEM 468-L

ROAD C/L

E=2090845.68

N=1140878.00

STA. 8147+73

TIE INTO EXISTING ASPHALT

END OF PAVING

E=2072392.27

N=1149683.73

ROAD STA. 0+00

@ EDGE OF EXISTING CATTLE GUARD

START OF PAVING

LEVEE STA. 7927+57

ROAD STA. 6+80

ROAD AND LEVEE C/L

LEVEE C/L

EL.=121.03

E=2090756.91

N=1141907.15

BM MRL L 29 (2013) NAD83(2011) MS. W. - N

E C D

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

C -1

.d g n

E P

L A

-L

C-101

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

EL.=126.20

E=2087067.71

N=1145288.90

IR-1 (2017) NAD83(2011) MS. W. - NAVD88

EL.=126.24

E=2081729.58

N=1146241.00

IR-2 (2017) NAD83(2011) MS. W. - NAVD88

EL.=126.29

E=2076715.61

N=1146057.51

IR-3 (2017) NAD83(2011) MS. W. - NAVD88

EL.=127.45

E=2072017.70

N=1149663.86

IR-4 (2017) NAD83(2011) MS. W. - NAVD88

SCALE 1"=300'

DETAIL A

CONSTRUCTION LIMITS

SCALE: NONE

ROAD C/L

SCALE: 1 IN. = 300 FT.

300 600 900 FT.300 150

S E

E S

H E

E T C -1

0+00

STA. 0+00

EXITING CATTLE GUARD

E=2072392.27

N=1149683.73

ROAD STA. 0+00

@ EDGE OF EXISTING CATTLE GUARD

START OF PAVING

SITE PLAN - ROAD STA. 0+00 TO LEVEE STA. 8010+00

LEVEE STA. 7927+57

ROAD STA. 6+80

ROAD AND LEVEE C/L

LEVEE C/L

VERSION OF MUTCD. FOR MINIMUM SIGNAGE, SEE SHEETS C-503, C-504, & C-505.

6. CONTRACTOR TO PROVIDE FOR TRAFFIC CONTROL IN ACCORDANCE WITH LATEST

5. FOR PAVEMENT MARKING DETAILS SEE SHEET C-502.

DETAIL SHEET C-501.

4. AT RAMPS WITH EXISTING CRUSHED STONE PAVE 4' APRON. SEE TYPICAL RAMP

3. CRUSHED STONE TO BE USED FOR SHOULDERS. SEE SHEET C-501 FOR DETAILS.

SEE SHEET C-501 FOR DETAILS.

2. ASPHALT TO BE PLACED IN 3 LIFTS: 3IN. LIFT, 1 1/2IN. LIFT, AND 1 1/2IN. LIFT

LEVEE STA. 7927+57 TO LEVEE STA. 8147+73.

1. ASPHALT PAVING FROM ROAD STA. 0+00 TO ROAD STA. 6+80 AND FROM

NOTES:

LEVEE C/L

E C D

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

D A

W A

L L

A C

E P .E

E P

L A

C-102

C -1

.d g n

R O

A D S

T A T

O L

E V

E E S

T A

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

EL.=126.29

E=2076715.61

N=1146057.51

IR-3 (2017) NAD83(2011) MS. W. - NAVD88

EL.=127.45

E=2072017.70

N=1149663.86

IR-4 (2017) NAD83(2011) MS. W. - NAVD88

(APRON)

STA. 73+98.67

RAMP

(NO APRON)

STA. 7969+08

RAMP

(NO APRON)

STA. 73+93.96

RAMP

(NO APRON)

STA. 7971+03

RAMP

(NO APRON)

STA. 7943+95

RAMP

(NO APRON)

STA. 7943+34

RAMP

(APRON)

STA. 70+91.15

RAMP

(APRON)

STA. 7978+17

RAMP

E=2076243.51

N=1146401.40

STA. 7971+97

EXISTING CATTLE GUARD

SCALE: 1 IN. = 300 FT.

300 600 900 FT.300 150

S E

E S

H E

E T C -1

S E E S

H E E T C -1

DETAIL A E=2080861.15

N=1146055.36

STA. 8021+10

EXISTING CATTLE GUARD

SITE PLAN - LEVEE STA. 8010+00 TO LEVEE STA. 8095+00

LEVEE C/L

VERSION OF MUTCD. FOR MINIMUM SIGNAGE, SEE SHEETS C-503, C-504, & C-505.

6. CONTRACTOR TO PROVIDE FOR TRAFFIC CONTROL IN ACCORDANCE WITH LATEST

5. FOR PAVEMENT MARKING DETAILS SEE SHEET C-502.

DETAIL SHEET C-501.

4. AT RAMPS WITH EXISTING CRUSHED STONE PAVE 4' APRON. SEE TYPICAL RAMP

3. CRUSHED STONE TO BE USED FOR SHOULDERS. SEE SHEET C-501 FOR DETAILS.

SEE SHEET C-501 FOR DETAILS.

2. ASPHALT TO BE PLACED IN 3 LIFTS: 3IN. LIFT, 1 1/2IN. LIFT, AND 1 1/2IN. LIFT

LEVEE STA. 7927+57 TO LEVEE STA. 8147+73.

1. ASPHALT PAVING FROM ROAD STA. 0+00 TO ROAD STA. 6+80 AND FROM

NOTES:

DETAIL A

CONSTRUCTION LIMITS

SCALE: NONE

ROAD AND LEVEE C/L

E C D

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

E P

L A

C-103

C -1

.d g n

L E

V E

E S

T A T

O L

E V

E E S

T A

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

EL.=126.20

E=2087067.71

N=1145288.90

IR-1 (2017) NAD83(2011) MS. W. - NAVD88

EL.=126.24

E=2081729.58

N=1146241.00

IR-2 (2017) NAD83(2011) MS. W. - NAVD88

(NO APRON)

STA. 8055+44

RAMP

E=2086148.92

N=1145942.57

STA. 8076+19

EXISTING CATTLE GUARD

(APRON)

STA. 8083+30

RAMP

(APRON)

STA. 8087+81

RAMP

(APRON)

STA. 8030+48

RAMP

(NO APRON)

STA. 8027+96

RAMP

(APRON)

STA. 8080+18

RAMP

SCALE: 1 IN. = 300 FT.

300 600 900 FT.300 150

S E E S

H E E T C -1

DETAIL A

8140+00

8145+00

E=2090845.68

N=1140878.00

STA. 8147+73

TIE INTO EXISTING ASPHALT

END OF PAVING

SITE PLAN - LEVEE STA. 8095+00 TO LEVEE STA. 8148+00

8147+73

LEVEE C/L

VERSION OF MUTCD. FOR MINIMUM SIGNAGE, SEE SHEETS C-503, C-504, & C-505.

6. CONTRACTOR TO PROVIDE FOR TRAFFIC CONTROL IN ACCORDANCE WITH LATEST

5. FOR PAVEMENT MARKING DETAILS SEE SHEET C-502.

DETAIL SHEET C-501.

4. AT RAMPS WITH EXISTING CRUSHED STONE PAVE 4' APRON. SEE TYPICAL RAMP

3. CRUSHED STONE TO BE USED FOR SHOULDERS. SEE SHEET C-501 FOR DETAILS.

SEE SHEET C-501 FOR DETAILS.

2. ASPHALT TO BE PLACED IN 3 LIFTS: 3IN. LIFT, 1 1/2IN. LIFT, AND 1 1/2IN. LIFT

LEVEE STA. 7927+57 TO LEVEE STA. 8147+73.

1. ASPHALT PAVING FROM ROAD STA. 0+00 TO ROAD STA. 6+80 AND FROM

NOTES:

DETAIL A

CONSTRUCTION LIMITS

SCALE: NONE

ROAD AND LEVEE C/L

C EL.=121.03

E=2090756.91

N=1141907.15

BM MRL L 29 (2013) NAD83(2011) MS. W. - N

E C D

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

E P

L A

C-104

C -1

.d g n

L E

V E

E S

T A T

O L

E V

E E S

T A

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

(NO APRON)

STA. 8141+68

RAMP

(APRON)

STA. 8101+13

RAMP

(NO APRON)

STA. 8134+85

RAMP

C D

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

C -5

.d g n

C-501

TYPICAL ROAD SECTION

SCALE: NONE

TYPICAL PROFILE AT CATTLE GUARD

TYPICAL RAMP DETAIL

SCALE: NONE

T Y

A L R

O A

D S

E C

N P

R O

A N

D D

E T

EXISTING COMPACTED EMBANKMENT EXISTING COMPACTED EMBANKMENT

EXISTING 8" CRUSHED STONE

1V:30H 1V:30H

C/L OF CATTLE GUARD

EXISTING CATTLE GUARD

2% 2%4%

EXISTING SLOPE EXISTING SLOPE

10' 10'1'

1V:1H

R A

M P

C/L RAMP

C/L ROAD

AREA TO BE PAVED

TRANSITION CRUSHED STONE 1V:12H

30' CONSTRUCTION LIMITS

15' 15'

*NOTE: EXISTING CRUSHED STONE REMOVED AT CATTLE GUARDS TO BE USED FOR SHOULDER MATERIAL.

C/L EXISTING LEVEE ROAD SURFACE

6" CRUSHED STONE SHOULDER

TO MAINTAIN A SMOOTH RIDING ASPHALT SURFACE GRADE

GRADE AND RESHAPE AS NECESSARY

EXISTING 8" CRUSHED STONE

4% 1V:1H

1' CRUSHED STONE SHOULDER

EXISTING CRUSHED STONE

1 1/2" - 12.5MM HOT MIX ASPHALT SURFACE COURSE

1 1/2" - 12.5MM HOT MIX ASPHALT BINDER COURSE

3" - 19.0MM HOT MIX ASPHALT BINDER COURSE

1 1/2" - 12.5MM HOT MIX ASPHALT SURFACE COURSE

1 1/2" - 12.5MM HOT MIX ASPHALT BINDER COURSE

3" - 19.0MM HOT MIX ASPHALT BINDER COURSE

1 1/2" - 12.5MM HOT MIX ASPHALT SURFACE COURSE

1 1/2" - 12.5MM HOT MIX ASPHALT BINDER COURSE

3" - 19.0MM HOT MIX ASPHALT BINDER COURSE

SEE *NOTE BELOW

TO PAVE FLUSH WITH CATTLE GUARD

TO BE REMOVED AS NECESSARY

EXISTING CRUSHED STONE

SEE *NOTE BELOW

TO PAVE FLUSH WITH CATTLE GUARD

TO BE REMOVED AS NECESSARY

EXISTING CRUSHED STONE

20'

APRON

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

D A

W A

L L

A C

E P .E

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

30°

RAISED PAVEMENT MARKERS

TWO-WAY REFLECTIVE YELLOW

DETAIL "A"

EDGE OF ROAD

6" CONTINUOUS WHITE EDGE STRIPE

6" DOUBLE CONTINUOUS YELLOW STRIPE

6" CONTINUOUS WHITE EDGE STRIPE

C/L ROAD

40'

C/L ROAD

EDGE OF ROAD 2

E C D

C -5

.d g n

C-502

TWO WAY TRAFFIC

SCALE: NONE

DETAIL "A"

TRAFFIC

P A

V E

M E

N T M

A R

G D

E T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

E A

S T B

A N

K M

P I

E R L

E V

E E

M A

G N

A V

T A B

R U

N S

M S

P A

G I T

E M

-L

D A

W A

L L

A C

E P .E

A R

C H

E C

T U

R A

L -C

M E

C H

A N

A L -E

L E

C T

A L S

E C

LEGEND

GENERAL NOTES:

1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREA

LAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWING

TABLE:

SPACE

BUFFER

LONG.

DEVICES

CHANNELIZING

WORK ZONE

O R

H E

A D

H E

A D

H E

A D

O R

H E

A D

H E

A D

H E

A D

ALL SIGNS SHALL BE COVERED OR REMOVED AND ALL CHANNELIZING

DEVICES SHALL BE MOVED TO THE SHOULDER EDGE.

W20-7A SIGN TOGETHER WITH THE W20-7 (500 FT.) SUPPLEMENTAL

PLATE SHOULD BE USED TO INDICATE THE DISTANCE TO THE FLAGGER.

FLAGGER

100'

500' 500' 500'

2. ALL CHANNELIZING DEVICES SHALL BE A MINIMUM OF 24" IN HEIGHT.

48" x 48".

S = DESIGN SPEED OR 85TH PERCENTILE SPEED IN

L = WS FOR SPEEDS OF 45 mph OR GREATER

L = WS /60 FOR SPEEDS OF 40 mph OR LESS

WHERE: L = MINIMUM LENGTH OF TAPER IN FEET

W = WIDTH OF OFFSET (USUALLY LANE WIDTH) IN FEET

MILES PER HOUR

(ft)

BUFFER SPACE

LONGITUDINAL

MINIMUM

RATES

TAPERt

NOTE: TAPER RATES ARE DETERMINED USING THE FOLLOWING EQUATIONS:t

WORK ZONE

LANE LINE &

ALONG

(ft)

DEVICE SPACING

CHANNELIZING

MAXIMUM

TAPER

DESIGN SPEED

AND/OR

POSTED SPEED

mph

<40

70:1

65:1

60:1

55:1

50:1

45:1

27:1

CHANNELIZING DEVICES

C-503

T R

A F F

O N

T R

O L P

L A

N S W

H F

L A

G G

E R

O N

E -L

A N

E C

L O

S U

R E O

F T

W O -W

A Y T

R A

F F

TRAFFIC CONTROL PLANS WITH FLAGGER - ONE-LANE CLOSURE OF TWO-WAY TRAFFIC

SCALE: NONE

C -5

.d g n

3. DIAMOND SHAPED TRAFFIC CONTROL SIGNS SHALL BE A MINIMUM OF

4. WHEN THERE IS NO EXISTING HAZARD OR AT THE END OF THE WORK DAY,

5. WHERE THE WORK ZONE IS STATIONARY, THE W20-7 (500 FT.) SIGN OR THE

E C D

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

H /2

W E E -1

-B -0

W E

E -1

-C -x x x x

N A

T H

A N M

O R

R O

N W

M R

H M

M -1

-1

F L

O O

D C

O N

T R

O L

P I

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MOBILE OPERATIONS ON TWO-LANE ROAD

NOTES:

1. WHERE PRACTICAL AND WHEN NEEDED, THE WORK AND PROTECTION VEHICLES

SHOULD PULL OVER PERIODICALLY TO ALLOW TRAFFIC TO PASS. IF THIS CAN

NOT BE DONE FREQUENTLY, AS AN ALTERNATIVE, A "DO NOT PASS" SIGN MAY BE

PLACED ON THE REAR OF THE VEHICLE BLOCKING THE LANE.

2. THE DISTANCE BETWEEN THE WORK AND PROTECTION VEHICLES MAY VARY ACCORDING

TO TERRAIN, PAINT DRYING TIME, AND OTHER FACTORS. PROTECTION VEHICLES

ARE USED TO WARN TRAFFIC OF THE OPERATION AHEAD. WHENEVER ADEQUATE

STOPPING SIGHT DISTANCE EXISTS TO THE REAR, THE PROTECTION VEHICLE

THE WORK VEHICLE. THE PROTECTION VEHICLE SHOULD SLOW DOWN IN ADVANCE

OF VERTICAL OR HORIZONTAL CURVES THAT RESTRICT SIGHT DISTANCE.

3. ADDITIONAL PROTECTION VEHICLES TO WARN AND REDUCE THE SPEED OF ONCOMING

OR OPPOSING TRAFFIC MAY BE USED. POLICE PATROL CARS MAY BE USED FOR THIS PURPOSE.

4. A TRUCK-MOUNTED ATTENUATOR (TMA) SHOULD BE USED ON THE PROTECTION VEHICLE

AND MAY BE USED ON THE WORK VEHICLE.

5. THE WORK VEHICLE SHALL BE EQUIPPED WITH BEACONS, AND THE PROTECTION

VEHICLES SHALL BE EQUIPPED WITH TWO HIGH-INTENSITY FLASHING

LIGHTS MOUNTED ON THE REAR, ADJACENT TO THE SIGN. PROTECTION AND WORK

VEHICLES SHOULD DISPLAY FLASHING OR ROTATING BEACONS BOTH FORWARD AND

TO THE REAR.

6. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE

SIGN LEGENDS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN

PROGRESS.

SIGN LOCATED AT A MINIMUM HEIGHT OF 48" ABOVE THE PAVEMENT.

SHOULD MAINTAIN THE MINIMUM DISTANCE AND PROCEED AT THE SAME SPEED AS

(OPTIONAL)

ATTENUATOR

TRUCK-MOUNTED

SHORT DURATION OPERATION

OPTIONAL SIGNS FOR

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SCALE: NONE

TRAFFIC CONTROL PLANS - MOBILE OPERATIONS - TWO-LANE ROADS

C-504

T R

A F F

O N

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O L P

L A

N S

E C D

S O

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N N

E N

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IDENTIFICATION

SHEET

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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

K S

B U

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T R

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D of Engineers

US Army Corps

D E

N B

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H /2

W E E -1

-B -0

W E

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N A

T H

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‚ MILE

‚ MILE ‚ MILE

‚ MILE

GENERAL NOTES:

1. UNEVEN LANE LINE:

A. IF LESS THAN OR EQUAL TO 1•", NO SIGNS REQUIRED.

C. IF GREATER THAN 2‚", TRAFFIC SHOULD NOT BE ALLOWED TO CROSS UNEVEN LANE LINE.

B. IF GREATER THAN 1•" AND LESS THAN OR EQUAL TO 2‚", PLACE SIGNS AS SHOWN ON THIS SHEET.

TWO-WAY TRAFFIC

2. THE W8-11 SIGNS SHALL BE SPACED AT ‚-MILE INTERVALS THROUGHOUT UNEVEN LANE LINE LIMITS.

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C-505

SCALE: NONE

TRAFFIC CONTROL PLANS - UNEVEN PAVEMENT DETAILS

U N

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N E

U N

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N E

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2 3

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M A

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C A

L E

P L

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A T

D A

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D E

S C

C O

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C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®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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D of Engineers

US Army Corps

D E

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H /2

W E E -1

-B -0

W E

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-C -x x x x

N A

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A N M

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D A

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A R

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L -C

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A N

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E C

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