B.08.MRL Item 465L Solicitation W912EE26RA009 Drawings.pdf

PDF 23 MB Posted Feb 19, 2026

Attached to: MR&T, East Bank Mississippi River Levees, Magna Vista-Brunswick, Mississippi Levee Enlargement and Berms MRL ITEM 465-L Slide Repair
Solicitation number: W912EE26RA009
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

View the file

Other files

File	Type	Posted
B.08.Solicitation Amendment W912EE26RA009-0001.pdf	PDF	Mar 18, 2026
B.08.Solicitation - W912EE26RA009_2.19.26.pdf	PDF	Feb 19, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Al be m ar le L ak e

New so m Bay ou

Issaquena County

East Carroll Parish

G oo se L ak e

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-26-R-A009

W912EE-YY-X-XXXX

MMMM YYYY

MR&T, EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA-BRUNSWICK, MISSISSIPPI

LEVEE ENLARGEMENT AND BERMS

MRL ITEM 465-L SLIDE REPAIR

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

G-001

C O

S H

C .B

D .W

C E

INDEX TO DRAWINGS

Sheet ID Sheet Title Line 1 Sheet Title Line 2 Sheet Title Line 3

G-001 COVER SHEET

B-001 SOIL BORING LEGEND

B-101 BORING PLAN

B-201 FOUNDATION BORING PROFILES

B-202 BORROW AREA BORING PROFILES

C-001 GENERAL SITE OVERVIEW

C-101 PLAN LEVEE EXCAVATION STA.8183+00 TO 8194+65

C-111 PLAN AND PROFILE LEVEE ENLARGEMENT AND BERMS STA. 8173+00 TO 8183+00

C-112 PLAN AND PROFILE LEVEE ENLARGEMENT AND BERMS STA. 8183+00 TO 8194+65

C-301 TYPICAL SECTION LEVEE EXCAVATION

C-302 TYPICAL SECTIONS LEVEE ENLARGEMENT AND BERMS

C-303 SUPERELEVATION DETAILS

C-311 CROSS SECTIONS LEVEE EXCAVATION STA. 8182+00 TO 8184+00

C-312 CROSS SECTIONS LEVEE EXCAVATION STA. 8185+00 TO 8187+00

C-313 CROSS SECTIONS LEVEE EXCAVATION STA. 8188+00 TO 8190+00

C-314 CROSS SECTIONS LEVEE EXCAVATION STA. 8191+00 TO 8193+00

C-315 CROSS SECTIONS LEVEE EXCAVATION STA. 8194+00 TO 8196+00

C-321 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8172+00 TO 8174+00

C-322 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8174+50 TO 8175+50

C-323 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8176+00 TO 8177+00

C-324 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8177+50 TO 8179+00

C-325 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8180+00 TO 8182+00

C-326 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8183+00 TO 8185+00

C-327 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8186+00 TO 8188+00

C-328 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8189+00 TO 8191+00

C-329 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8192+00 TO 8194+00

C-330 CROSS SECTIONS LEVEE ENLARGEMENT AND BERMS STA. 8195+00 TO 8196+00

C-501 LEVEE TYPICAL DETAILS

C-502 STORM WATER POLLUTION

PREVENTION PLAN TYPICAL DETAILS

C-503

R-101 RIGHT OF WAY LIMITS

C-120 CONTROL PLAN

C-121 EROSION & SEDIMENTATION CONTROL

LEVEE EROSION AND SEDIMENTATION

BORROW AREA PLAN AND PROFILE &

C-601 CIVIL TABULATIONS SHEET

2000' 4000'0

C-113 PLAN AND PROFILE DETOUR RAMP STA. 0+00 TO 6+88.21

PROP. 24" CMP CULVERT DETAIL

C-114 PLAN ADDITIONAL TURF ESTABLISHMENT STA. 8200+00 TO 8300+00

C-304 DETOUR RAMPCROSS SECTION AND TYPICAL

DETAILS

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NOTES:

Are natural water contents in percent dry weight

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

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

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

FIGURES TO RIGHT OF BORING

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

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

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

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

Denotes free waterFW

Are liquid limits and plastic limits, respectfully

Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample

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

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

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

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

ORGANIC SILTS and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

Pt Wd

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

G R

E D

S O

C O

A R

S E

R A

D S

G R

A V

S A

N D

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

(Appreciable Amount of

Fines)

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

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

(Liquid Limit < 50)

(Liquid Limit > 50)

M or e th an h al f o f c oa rs e fra ct io n is la rg er th an

Amount of Fines)

(Little or No Fines)

CLAYS

M or e th an h al f o f m at er ia l i s la rg er th an N o.

s ie ve s iz e

When underlined denotes D size in mm *

M or e th an h al f o f c oa rs e

N o.

si ev e si ze fra ct io n is s m al le r t ha n N o.

s ie ve s iz e.

N o.

si ev e si ze M or e th an h al f o f t he m at er ia l i s sm al le r t ha n

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 38 " I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

GENERAL NOTES

* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .10 10 ** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs on the drawings.

0 20 40 60 80

"U " L

INE

"A" L

INE

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P . I

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOLCOHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000 1000 - 2000 500 - 1000 250 - 500

< 250

> 4000

SYMBOLCOLOR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Bl Gn

Wh rd

Mot

SSIS

SISS

D vD

Tr-

C cc rt lg sh sds slf

SIS

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression test are shown.

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

4. The detailed explanation of the Unified Soil Classification System is presented in ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground water data are available from the boring but does not necessarily mean that ground water will not be encountered at the locations or within the vertical reaches of such borings.

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

B-001

B O

G L

C .B

D .W

C E

LEGEND

LOCATION OF BORROW BORINGS

LOCATION OF CONE PENETROMETER TEST (CPT)

NOTES:

1. STATIONING IS IN 100 FEET; THE +00 HAS BEEN OMITTED FOR CLARITY.

2. ADDITIONAL BORINGS OUTSIDE THE WORK AREA ARE AVAILABLE UPON

REQUEST.

LOCATION OF UNDISTURBED BORING

Issaquena County

MISSISSIPPI

LOUISIANA

East Carroll Parish Albemarle Lake

05 82

00 81

80 81

PLAN

T 9 N - R 8 W

MVBF-2-09U

PROPOSED BORROW AREA

VBS-157.05C

MVBF-7.06C

MVBF-6.06C

VBS-156.05C

VBS-155.05C

MVBF-5.06C

VBS-154.05C

MVBF-4.06C

MVBS-153.05C

UPPER END OF

PROJECT REACH

STA 8173+00

LOWER END OF

PROJECT REACH

STA 8194+65

465-7-22C

465-1-22C 465-2-22C

465-3-22C 465-4-22C

465-8-22C 465-5-22C 465-6-22C

MVBB-163-06

MVBB-160-06

MVBB-157-06

MVBB-154-06

MVBB-150-06

MVBB-146-06

MVBB-164-10 MVBB-165-10

MVBB-166-10

MVBB-191-10

MVBB-188-10MVBB-187-10

MVBB-189-10

MVBB-190-10

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

B-101

C .B

D .W

C E

00 500' 1000'

1" = 500'

AutoCAD SHX Text

IR-504 = STA. 8161+52.85

AutoCAD SHX Text

IR-506 = STA. 81.97+68.84

AutoCAD SHX Text

IR-507 = STA. 8206+69.23

AutoCAD SHX Text

IR-505 = STA. 8175+78.42

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

B-201

N D

N B

O R

P R

C . B

D . W

C E

00 10' 20'

1" = 10'

AutoCAD SHX Text

SIS,ST,RT,VEG

AutoCAD SHX Text

AutoCAD SHX Text F,M

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 02-04-2009

AutoCAD SHX Text

LONG. 905954.8

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8109

AutoCAD SHX Text

MVBF-2-09U

AutoCAD SHX Text

LAT. 323733.2

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 85.38

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

B-202

R O

W A

B O

G P

R O

C . B

D . W

C E

00 10' 20'

1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

VST

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text

CS,S

AutoCAD SHX Text S

AutoCAD SHX Text

GR&BR

AutoCAD SHX Text

BR&GR

AutoCAD SHX Text

BR&GR

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-10-2006

AutoCAD SHX Text

LONG. 905948.1

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-150-06

AutoCAD SHX Text

LAT. 323656.4

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.2

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

BR&GR

AutoCAD SHX Text

GR&BR

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-11-2006

AutoCAD SHX Text

LONG. 905948.3

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-154-06

AutoCAD SHX Text

LAT. 323659.6

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.5

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905950

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-157-06

AutoCAD SHX Text

LAT. 323703.2

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.5

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905949.3

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-160-06

AutoCAD SHX Text

LAT. 323706

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.6

AutoCAD SHX Text

H,VEG,RT

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,SO

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905948.7

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-163-06

AutoCAD SHX Text

LAT. 323710

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.3

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905950

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-157-06

AutoCAD SHX Text

LAT. 323703.2

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.5

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905949.3

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-160-06

AutoCAD SHX Text

LAT. 323706

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.6

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,SO

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905948.7

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-163-06

AutoCAD SHX Text

LAT. 323710

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.3

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905950

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-157-06

AutoCAD SHX Text

LAT. 323703.2

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.5

AutoCAD SHX Text

H,RT,VEG

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,M

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905949.3

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-160-06

AutoCAD SHX Text

LAT. 323706

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.6

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

SIS,SO

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-12-2006

AutoCAD SHX Text

LONG. 905948.7

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-163-06

AutoCAD SHX Text

LAT. 323710

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 93.3

AutoCAD SHX Text

AutoCAD SHX Text vSt

AutoCAD SHX Text St

AutoCAD SHX Text M

AutoCAD SHX Text 08-09-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905955.9

AutoCAD SHX Text

LAT. 323713.6

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-164

AutoCAD SHX Text 93.8

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text St

AutoCAD SHX Text M

AutoCAD SHX Text 08-09-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905955.9

AutoCAD SHX Text

LAT. 323716.3

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-165

AutoCAD SHX Text 95.0

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text St

AutoCAD SHX Text M

AutoCAD SHX Text 08-09-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905957.5

AutoCAD SHX Text

LAT. 323719.3

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-166

AutoCAD SHX Text 95.1

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

ELEVATION IN FEET N.G.V.D.

AutoCAD SHX Text

AutoCAD SHX Text 1O

AutoCAD SHX Text 08-09-2006

AutoCAD SHX Text

LONG. 905948.7

AutoCAD SHX Text

FIELD BOOK NO. 8083

AutoCAD SHX Text

MVBB-146-06

AutoCAD SHX Text

LAT. 323653.3

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text 92.4

AutoCAD SHX Text

VEG,RT

AutoCAD SHX Text

VST

AutoCAD SHX Text

VST

AutoCAD SHX Text

CS,S

AutoCAD SHX Text S

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text vSt

AutoCAD SHX Text St

AutoCAD SHX Text 08-10-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905949

AutoCAD SHX Text

LAT. 323712.4

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-187

AutoCAD SHX Text 92.8

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text vSt

AutoCAD SHX Text St

AutoCAD SHX Text 08-10-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905949.9

AutoCAD SHX Text

LAT. 323715.1

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-188

AutoCAD SHX Text 93.9

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text St

AutoCAD SHX Text 08-10-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905952.5

AutoCAD SHX Text

LAT. 323713

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-189

AutoCAD SHX Text 93.4

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text vSt

AutoCAD SHX Text St

AutoCAD SHX Text 08-10-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905953.4

AutoCAD SHX Text

LAT. 323715.7

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-190

AutoCAD SHX Text 94.3

AutoCAD SHX Text G.S.E.

AutoCAD SHX Text

DBR

AutoCAD SHX Text

AutoCAD SHX Text vSt

AutoCAD SHX Text St

AutoCAD SHX Text 08-10-2010

AutoCAD SHX Text 1O

AutoCAD SHX Text D

AutoCAD SHX Text

LONG. 905954.18

AutoCAD SHX Text

LAT. 323718.8

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FIELD BOOK NO. B.B. 8132

AutoCAD SHX Text

MVBB-191

AutoCAD SHX Text 94.9

AutoCAD SHX Text G.S.E.

C-101 C-111

C-112

LEVEE ENLARGEMENT

STABILITY BERM

LEVEE TO BE EXCAVATED AND RECONSTRUCTED

BORROW AREA

SEE PLAN AND PROFILE SHEET C-121

DETOUR RAMP

+0 2.

+00

LEVEE CENTERLINE

PROJECT RIGHT OF WAY LIMITS -

SEE TABULATION ON SHEET R-101

R/W R/W

R/W

R /W

R/W

R/W R/W

R/W

R /W

R/W

R/WR/W

R/W

Issaquena County

MISSISSIPPI

LOUISIANA

East Carroll ParishAlbemarle Lake C-113

: 8

6PC

: 8

PC: 8192+79.02PC

: 8204+91.29

: 8

0PC: 8

.23

PC: 8

.36

: 8

PT: 8177+60.66

PT: 8203+16.97

PT: 8208+45.83

PT:

4.9

PT: 8

.28

PT: 8268+75.74

M id

: 8

Mid: 8175+94.73

M id: 8197+98.00

Mid: 8206+68.56

M id:

Mid:

0.2

Mid: 8267+37.55

122.1

121.1

PI-504

C O

MRL-L-29

X = 2090756.76 Y = 1141907.23 Z = 121.11

IR-504

X = 2091002.38 Y = 1139530.35 Z = 122.06

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

C-001

C . B

D . W

C E

A1 GENERAL PLAN OVERVIEW

SCALE: 1"=400' 800'0 400'

AutoCAD SHX Text

: 8

858585

105105105

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

4. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

5. VERETICAL DATUM SHOWN IS N.A.V.D. 88.

6. PRIOR TO ANY LEVEE OR BERM EMBANKMENT EXCAVATION, BORROW

MATERIAL SPECIFIED FOR USE IN THE EMBANKMENT MUST BE STOCKPILED

TO A HEIGHT NOT TO EXCEED 8 FT, SLOPED TO DRAIN, AND PROCESSED ON

THE LANDSIDE SEEPAGE BERM WITHIN THE AREA INDICATED ON THE

DRAWINGS. THE VOLUME OF STOCKPILED MATERIAL MUST BE EQUAL TO OR

GREATER THAN THE VOLUME OF MATERIAL REQUIRED TO CONSTRUCT THE

LEVEE AND BERM EMBANKMENT TO EXISTING LEVEE ELEVATION (123.0 FT

NAVD) WITHIN THE EXCAVATED REACH.

7. THE STOCKPILE MATERIAL MUST BE PLACED BETWEEN LEVEE STATIONS

8173+00 AND 8194+00 ON THE LANDSIDE SEEPAGE BERM, A MINIMUM OF 15

FT FROM THE EXISTING LEVEE TOE AND 15 FT FROM THE SEEPAGE BERM

CROWN.

8. THE DEGRADATION OF THE CROWN AND THE EMBANKMENT EXCAVATION

WILL BE LIMITED TO 600 FT MAXIMUM REACHES. THE EMBANKMENT WITHIN

THE REACH MUST BE CONSTRUCTED TO THE EXISTING LEVEE ELEVATION

BEFORE ANY EXCAVATION OF THE SUCCESSIVE REACH.

9. SEE SHEET C-301 FOR LEVEE EXCAVATION TYPICAL SECTION.

10. SEE SHEETS C-311 - C-315 FOR LEVEE EXCAVATION CROSS SECTIONS.

11. CONTRACTOR SHALL ANTICIPATE ENCOUNTERING AREAS OF DETERIORATED

PAVEMENT WHEN REMOVING EXISTING SURFACING.

NOTES

LEGEND

LEVEE CENTERLINE

EXISTING CONTOURS

PROPOSED CONTOURS

EXCAVATE AREA TO ELEVATION 84'

EXCAVATE AREA TO ELEVATION 88'

EXCAVATE AREA TO ELEVATION 102'

EXCAVATE AREA TO ELEVATION 115'

BORROW MATERIAL PROCESSING/

STOCKPILE AREA

A1 EXCAVATION PLAN

SCALE: 1"=100'

100' 200'0

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-101

C . B

D . W

C E

DAYLIGHT UPSTREAM END

WITH 1V:2H SLOPE.

DAYLIGHT DOWNSTREAM END

WITH 1V:2H SLOPE.

EXCAVATE TO

ELEV. 115'

EXCAVATE TO

ELEV. 88'

EXCAVATE TO

ELEV. 84'

STA. 8183+00 =

EXCAVATION UPPER LIMIT.

STA. 8194+65 =

EXCAVATION LOWER LIMIT.

CONTRACTOR TO USE THE LANDSIDE SEEPAGE BERM TO PROCESS

AND STOCKPILE EXCAVATED EXISTING LEVEE MATERIAL DURING

LEVEE DEGRADATION AND REPLACEMENT. SEE NOTES 6 - 9.

1V:2H CUT SLOPE

1V:1H CUT SLOPE

XXX

1V:2H CUT SLOPE EXCAVATE TO

ELEV. 102'

SFSF

: 8

0PT: 8177+60.66

STA 8173+00

END PROPOSED LEVEE ENLARGEMENT

N: 1138463.8982 E: 2091393.1452

STA 8173+00

OFFSET 145.00' (R)

BEGIN PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-321

STA 8183+00.00

OFFSET 145.00' (R)

END PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-325

STA 8183+00

OFFSET 183.00' (R)

BEGIN PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-326

PROPOSED SLOPE FROM STABILITY

BERM CROWN TO TOE, AT BERM

TRANSITIONS AND TO EXISTING

GROUND = -4.0H:1.0V.

PROPOSED STABILITY BERM CROWN

TO TOE SLOPE BETWEEN BERM

TRANSITIONS AND TO EXISTING

GROUND = -4.0H:1.0V.

PROPOSED LEVEE LANDSIDE SLOPE

VARIES. SEE SHEETS C-326 - C-329.

PROPOSED LEVEE RIVERSIDE SLOPE

= -3.9H:1.0V. SEE SHEETS C-326 - C-329.

MATCH PROPOSED LEVEE

CROWN WITH EXISTING

LEVEE CROWN ELEVATION.

SEE TYPICAL SECTION SHEET C-321.

EXISTING LEVEE

CENTERLINE

EXISTING LEVEE

RIVERSIDE TOE

STA 8183+00

END PROPOSED LEVEE EXCAVATION AND EMBANKMENT

N: 1137630.1911 E: 2091935.7652

SEE LEVEE EMBANKMENT CROSS-

SECTION SHEETS C-321 TO C-324

AND SUPERELEVATION DETAILS

SHEET C-303 FOR CURVE SUPER-

ELEVATION INFORMATION.

C H

T C

-1

8172+008173+008174+008175+008176+008177+008178+008179+008180+008181+008182+008183+00

-0.07%

I S

. 8

. 1

G R

. 1

.9 7'

R O

R G

. 1

.9 8'

R O

R G

. 1

.9 8'

G R

. 1

.9 7'

EX. RS LEVEE TOE

EX. LEVEE CL

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

4. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

5. VERTICAL DATUM IS N.A.V.D. 88

6. PRIOR TO ANY LEVEE OR BERM EMBANKMENT EXCAVATION, BORROW

MATERIAL SPECIFIED FOR USE IN THE EMBANKMENT MUST BE STOCKPILED

TO A HEIGHT NOT TO EXCEED 8 FT, SLOPED TO DRAIN, AND PROCESSED ON

THE LANDSIDE SEEPAGE BERM WITHIN THE AREA INDICATED ON THE

DRAWINGS. THE VOLUME OF STOCKPILED MATERIAL MUST BE EQUAL TO OR

GREATER THAN THE VOLUME OF MATERIAL REQUIRED TO CONSTRUCT THE

LEVEE AND BERM EMBANKMENT TO EXISTING LEVEE ELEVATION (123.0 FT

NAVD) WITHIN THE EXCAVATED REACH.

7. THE STOCKPILE MATERIAL MUST BE PLACED BETWEEN LEVEE STATIONS

8173+00 AND 8194+00 ON THE LANDSIDE SEEPAGE BERM, A MINIMUM OF 15

FT FROM THE EXISTING LEVEE TOE AND 15 FT FROM THE SEEPAGE BERM

CROWN.

8. THE DEGRADATION OF THE CROWN AND THE EMBANKMENT EXCAVATION

WILL BE LIMITED TO 600 FT MAXIMUM REACHES. THE EMBANKMENT WITHIN

THE REACH MUST BE CONSTRUCTED TO THE EXISTING LEVEE ELEVATION

BEFORE ANY EXCAVATION OF THE SUCCESSIVE REACH.

9. TRANSITION OF LONGITUDINAL EXCAVATION AND EMBANKMENT BETWEEN

SUCCESSIVE REACHES MUST FOLLOW BENCHING DETAIL SHEET C-501.

10. CONTRACTOR SHALL ANTICIPATE ENCOUNTERING AREAS OF DETERIORATED

PAVEMENT WHEN REMOVING EXISTING SURFACING.

11. SEE RAMP CENTERLINE ALIGNMENT DATA TABLE SHEET C-304.

NOTES

LEGEND

PLAN VIEW

PROPOSED LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

EXISTING RIVERSIDE LEVEE TOE

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING WATERLINE

EXISTING FIBER OPTIC CABLE

EXISTING TELEPHONE CABLE

PROPOSED 24" CMP CULVERT

PROFILE VIEW

EX. GROUND - EX. LEVEE CL

EXISTING RIVERSIDE LEVEE TOE

PROP. LEVEE CL - GROSS/NET GRADE

D1 PLAN VIEW STA 8173+00 TO 8183+00

SCALE: 1"=100'

A1 PROFILE VIEW STA 8173+00 TO 8183+00

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=20'

100' 200'0

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-111

A N

D P

R O

M S

T O

C . B

D . W

C E

20' 40'0

VERTICAL SCALE HORIZONTAL SCALE

XXX

CPCP

SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF

: 8

105105 110110

95 95

115115

90 9090

STA 8183+00.00

OFFSET 145.00' (R)

END PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-325

STA 8183+00

OFFSET 183.00' (R)

BEGIN PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-326

STA 8194+65

OFFSET 183.00' (R)

END PROPOSED STABILITY BERM

SEE TYPICAL SECTION SHEET C-329

PROPOSED SLOPE FROM STABILITY

BERM CROWN TO TOE, AT BERM

TRANSITIONS AND TO EXISTING

GROUND = -4.0H:1.0V.

PROPOSED STABILITY BERM CROWN

TO TOE SLOPE BETWEEN BERM

TRANSITIONS AND TO EXISTING

GROUND = -4.0H:1.0V.

PROPOSED STABILITY BERM CROWN

TO TOE SLOPE BETWEEN BERM

TRANSITIONS AND TO EXISTING

GROUND = -4.0H:1.0V.

PROPOSED LEVEE LANDSIDE SLOPE

VARIES. SEE SHEETS C-326 - C-329.

PROPOSED LEVEE RIVERSIDE SLOPE

= -3.9H:1.0V. SEE SHEETS C-326 - C-329.

MATCH PROPOSED LEVEE

CROWN WITH EXISTING

LEVEE CROWN ELEVATION.

SEE SHEETS C-326 & C-329.

EXISTING LEVEE

RIVERSIDE TOE

EXISTING LEVEE

CENTERLINE

STA 8183+00

END PROPOSED LEVEE EXCAVATION AND EMBANKMENT

N: 1137630.1911 E: 2091935.7652

STA 8194+65

BEGIN PROPOSED LEVEE EXCAVATION

AND EMBANKMENT, AND LEVEE

ENLARGEMENT

N: 1136704.8952 E: 2092643.6327

SFSF

C H

T C

-1

8183+008184+008185+008186+008187+008188+008189+008190+008191+008192+008193+008194+008195+008196+008197+00

G R

. 1

.9 7'

P R

. 1

.9 8'

P R

G R

. 1

.9 7'

. 1

.9 8'

EX. RS LEVEE TOE

EX. LEVEE CL

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

4. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

5. VERTICAL DATUM IS N.A.V.D. 88

6. PRIOR TO ANY LEVEE OR BERM EMBANKMENT EXCAVATION, BORROW

MATERIAL SPECIFIED FOR USE IN THE EMBANKMENT MUST BE STOCKPILED

TO A HEIGHT NOT TO EXCEED 8 FT, SLOPED TO DRAIN, AND PROCESSED ON

THE LANDSIDE SEEPAGE BERM WITHIN THE AREA INDICATED ON THE

DRAWINGS. THE VOLUME OF STOCKPILED MATERIAL MUST BE EQUAL TO OR

GREATER THAN THE VOLUME OF MATERIAL REQUIRED TO CONSTRUCT THE

LEVEE AND BERM EMBANKMENT TO EXISTING LEVEE ELEVATION (123.0 FT

NAVD) WITHIN THE EXCAVATED REACH.

7. THE STOCKPILE MATERIAL MUST BE PLACED BETWEEN LEVEE STATIONS

8173+00 AND 8194+00 ON THE LANDSIDE SEEPAGE BERM, A MINIMUM OF 15

FT FROM THE EXISTING LEVEE TOE AND 15 FT FROM THE SEEPAGE BERM

CROWN.

8. THE DEGRADATION OF THE CROWN AND THE EMBANKMENT EXCAVATION

WILL BE LIMITED TO 600 FT MAXIMUM REACHES. THE EMBANKMENT WITHIN

THE REACH MUST BE CONSTRUCTED TO THE EXISTING LEVEE ELEVATION

BEFORE ANY EXCAVATION OF THE SUCCESSIVE REACH.

9. TRANSITION OF LONGITUDINAL EXCAVATION AND EMBANKMENT BETWEEN

SUCCESSIVE REACHES MUST FOLLOW BENCHING DETAIL SHEET C-501.

10. CONTRACTOR SHALL ANTICIPATE ENCOUNTERING AREAS OF DETERIORATED

PAVEMENT WHEN REMOVING EXISTING SURFACING.

11. SEE RAMP CENTERLINE ALIGNMENT DATA TABLE SHEET C-304.

NOTES

LEGEND

PLAN VIEW

PROPOSED LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

EXISTING RIVERSIDE LEVEE TOE

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING WATERLINE

EXISTING FIBER OPTIC CABLE

EXISTING TELEPHONE CABLE

PROPOSED 24" CMP CULVERT

PROFILE VIEW

EX. GROUND - EX. LEVEE CL

EXISTING RIVERSIDE LEVEE TOE

PROP. LEVEE CL - GROSS/NET GRADE

D1 PLAN VIEW STA 8183+00 TO 8194+65

SCALE: 1"=100'

A1 PROFILE VIEW STA 8183+00 TO 8194+65

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=20'

100' 200'0

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-112

A N

D P

R O

M S

T O

C . B

D . W

C E

20' 40'0

VERTICAL SCALE HORIZONTAL SCALE

XXX

CPCP

0+00

1+00

2+00

3+00

4+00

5+00 6+00

6+88.21

: 0

+0 0.

: 4

+4 4.

M id

: 5 +6

EP: 6

+88

.21

R=246.00'

0 SF

CPCP

DETOUR RAMP STA 6+72.95

PLACE PROPOSED 50.0 LF -

24" CMP CULVERT.

CENTER OF PIPE=

N=1132421.67 E=2093448.63

INVERT = 90.23'

DETOUR RAMP STA 6+88.21

END PROPOSED DETOUR RAMP.

MATCH EXISTING GOOSE LAKE

ROAD CROWN ELEVATION.

N= 1131484.8736 E= 2093008.6471

DETOUR RAMP STA 0+40.00 =

LEVEE CL STA 8252+60.05, 21.34' LEFT.

BEGIN PROPOSED

DETOUR RAMP

NEW LEVEE CL STA 8252+93=

DETOUR RAMP STA 0+00.00.

DETOUR RAMP CENTERLINE

" C M

F L

O M

N G

S W

-46.68:1

-14.82:1

HorizontalPV I S

. 0

+0 0.

. 1

I S

. 0

+9 1.

. 1

I S

. 5

+6 6.

. 9 5.

I S

. 6

+8 8.

. 9 2.

-46.68:1

-14.82:1

HorizontalPV I S

. 0

+0 0.

. 1

I S

. 0

+9 1.

. 1

I S

. 5

+6 6.

. 9 5.

I S

. 6

+8 8.

. 9 2.

PG - PROPOSED RAMP CL

EG - PROPOSED RAMP CL

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-113

A N

D P

R O

O U

R R

T O

C . B

D . W

C E

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

4. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

5. VERTICAL DATUM IS N.A.V.D. 88

6. PRIOR TO ANY LEVEE OR BERM EMBANKMENT EXCAVATION, BORROW

MATERIAL SPECIFIED FOR USE IN THE EMBANKMENT MUST BE STOCKPILED

TO A HEIGHT NOT TO EXCEED 8 FT, SLOPED TO DRAIN, AND PROCESSED ON

THE LANDSIDE SEEPAGE BERM WITHIN THE AREA INDICATED ON THE

DRAWINGS. THE VOLUME OF STOCKPILED MATERIAL MUST BE EQUAL TO OR

GREATER THAN THE VOLUME OF MATERIAL REQUIRED TO CONSTRUCT THE

LEVEE AND BERM EMBANKMENT TO EXISTING LEVEE ELEVATION (123.0 FT

NAVD) WITHIN THE EXCAVATED REACH.

7. THE STOCKPILE MATERIAL MUST BE PLACED BETWEEN LEVEE STATIONS

8173+00 AND 8194+00 ON THE LANDSIDE SEEPAGE BERM, A MINIMUM OF 15

FT FROM THE EXISTING LEVEE TOE AND 15 FT FROM THE SEEPAGE BERM

CROWN.

8. THE DEGRADATION OF THE CROWN AND THE EMBANKMENT EXCAVATION

WILL BE LIMITED TO 600 FT MAXIMUM REACHES. THE EMBANKMENT WITHIN

THE REACH MUST BE CONSTRUCTED TO THE EXISTING LEVEE ELEVATION

BEFORE ANY EXCAVATION OF THE SUCCESSIVE REACH.

9. TRANSITION OF LONGITUDINAL EXCAVATION AND EMBANKMENT BETWEEN

SUCCESSIVE REACHES MUST FOLLOW BENCHING DETAIL SHEET C-501.

10. CONTRACTOR SHALL ANTICIPATE ENCOUNTERING AREAS OF DETERIORATED

PAVEMENT WHEN REMOVING EXISTING SURFACING.

11. SEE RAMP CENTERLINE ALIGNMENT DATA TABLE SHEET C-304.

NOTES

LEGEND

PLAN VIEW

PROPOSED LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

EXISTING RIVERSIDE LEVEE TOE

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING WATERLINE

EXISTING FIBER OPTIC CABLE

EXISTING TELEPHONE CABLE

PROPOSED 24" CMP CULVERT

PROFILE VIEW

EX. GROUND - EX. LEVEE CL

EXISTING RIVERSIDE LEVEE TOE

PROP. LEVEE CL - GROSS/NET GRADE

D1 DETOUR RAMP PLAN

SCALE: 1"=100'

A1 DERTOUR RAMP PROFILE

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=20'

100' 200'0

XXX

CPCP

20' 40'0

HORIZONTAL SCALE: 1"=100'VERTICAL SCALE: 1"=20'

R/W

R /W

R/W

R /W

R/W

R/W R/W

R/W

R /W

R/W

R/WR/W

R/W

Issaquena County

MISSISSIPPI

LOUISIANA

East Carroll Parish Albemarle Lake

G oose Lake Rd

R/W R/W

R/W

R /W

R/W

R /W

R/W

R/W R/W

R/W

R /W

R/W

R/WR/W

R/W

PROP. LEVEE ENLARGEMENT

SEE SHEET C-111

PROP. STABILITY BERM

SEE SHEET C-111

PROP. LANDSIDE LEVEE AND

BERM TURF ESTABLISHMENT

AREA #1

STA. 8200+00 TO STA. 8246+50

BORROW AREA

SEE PLAN AND PROFILE SHEET C-121

LEVEE CENTERLINE

PROJECT RIGHT OF WAY LIMITS -

SEE TABULATION ON SHEET R-101

PROP. LANDSIDE LEVEE AND

BERM TURF ESTABLISHMENT

AREA #2

STA. 8255+50 TO STA. 8300+00

PROPOSED RIVERSIDE LEVEE TURF

ESTABLISHMENT AREA

FROM STA. 8200+00 TO STA. 8300+00

PROPOSED LEVEE AND STABILITY

BERM EXCAVATION, EMBANKMENT,

AND ENLARGEMENT.

SEE SHEET C-112

PROP. DETOUR RAMP.

SEE SHEET C-113.

TURF ESTABLISHMENT FOR

THIS CONSTRUCTION IS INCLUDED

WITH THE SLIDE REPAIR PROJECT.

SLIDE REPAIR PROJECT

HAUL ROAD

+00

8270+00

8275+00

8280+00

8285+00

8290+00

8295+00

8300+00

8304+47.76

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-114

T U

R F

H M

T O

C . B

D . W

C E

A1 ADDITIONAL TURF ESTABLISHMENT PLAN VIEW

SCALE: 1"=400' 800'0 400'

SFSF

: 8

0PT: 8177+60.66

: 8192+79.02

: 8

R/W

R/W R/W

R/W

R/W R/W

R/W

R /W

R/W R/W

R/W

100 105

110110

115120

8590 9090

90 85

85 9595

EXISTING LEVEE

CENTERLINE

EXISTING LEVEE

RIVERSIDE TOE

EXISTING RIVERSIDE

LEVEE TOE

EXISTING LEVEE

CENTERLINE

*NOTE: LEVEE EXCAVATION AND EMBANKMENT CONSTRUCTION

TO BE COMPLETED IN STAGES OF 600 LF MAXIMUM.

PROPOSED 7 AC

BORROW AREA

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

4. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

5. VERTICAL DATUM IS N.A.V.D. 88

6. LEVEE EXCAVATION SHALL BE COMPLETED IN STAGES WITH A MAXIMUM OF

600 LINEAR FEET SECTIONS DEGRADED AT ANYTIME.

7. STOCK-PILED MATERIAL SHALL BE PROCESSED AND ON HAND ON EXISTING

SEEPAGE BERM PRIOR TO ANY LEVEE EXCAVATION COMMENCEMENT TO

PROVIDE EMERGENCY CLOSURE IN THE EVENT OF RIVER WATER SURFACE

ELEVATION INCREASE.

8. SEE SHEET C-502 FOR EROSION AND SEDIMENTATION CONTROL DETAILS.

NOTES

LEGEND

PLAN VIEW

PROPOSED LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

EXISTING RIVERSIDE LEVEE TOE

EXISTING CONTOURS

PROPOSED CONTOURS

PROPOSED SILT FENCE

C1 LEVEE EROSION & SEDIMENTATION CONTROL PLAN VIEW

SCALE: 1"=400'

200' 400'0

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

C-120

O N

N C

O N

C . B

D . W

C E

XXX

1. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM 10 FOOT

OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN ON SHEET C-121.

2. THE CONTRACTOR SHALL UTILIZE ADEQUATE ACCESSWAYS FROM LIMITS OF

BORROW AREA TO THE PREVIOUS BORROW AREA. THESE ACCESSWAYS ARE FOR THE SOLE

PURPOSE OF KEEPING THE BORROW PIT DRAINED AND FREE OF WATER DURING

EXCAVATION. SEE SPECIFICATION SECTION 31 23 00.00 09, PARAGRAPH 3.2.2 FOR MORE

SPECIFIC INFORMATION. THESE ACCESS LOCATIONS ARE TO REMAIN UNCLEARED AND

SHOULD BE DISTURBED ONLY AS NEEDED TO PROVIDE A ROUTE FOR PUMPING TO THE

PREVIOUS BORROW AREA SITUATED TO THE SOUTH OF THE PROPOSED BORROW AREA.

ANY DISTURBANCE OF TREES, BRUSH, ETC. WITHIN THESE ACCESSWAYS SHALL REQUIRE

APPROVAL FROM THE CONTRACTING OFFICER.

3. ELEVATIONS SHOWN ARE REFERENCED TO N.A.V.D. 88.

4. USE THE CONSTRUCTION ENTRANCE/EXITS AT ALL ACCESS POINTS FROM DISTURBED

AREAS TO PAVED ROADS TO MINIMIZE OFF ROAD TRACKING.

5. THE DIVERSION CHANNEL EXCAVATION SHALL COMMENCE FROM THE LINES AND

GRADES AS SHOWN ON THE DRAWINGS AND SHALL PROGRESS IN SUCH A MANNER AS TO

COLLECT ANY SEDIMENT RUNOFF AND PREVENT ANY STORM WATER FROM EXITING THE

LIMITS OF EXCAVATION. THESE EROSION CONTROL MEASURE SHALL BE IMPLEMENTED

BEFORE ANY BORROW EXCAVATION IS TO BE REMOVED FROM THE CONSTRUCTION

BORROW AREA AND SHALL BE IN COORDINATION WITH THE CONTRACTING OFFICER.

6. OLD BORROW PITS SHALL BE USED AS A SECONDARY EROSION CONTROL MEASURE

TO SUPPLEMENT EXISTING VEGETATIVE BUFFERS.

7. OVERBANK PUMPING IS PROHIBITED. THE CONTRACTOR SHALL USE ADEQUATE

ACCESSWAYS TO PUMP EXCESS WATER FROM THE BORROW AREA TO THE PREVIOUS

BORROW AREA SOUTH AS NECESSARY USING ENCLOSED CONDUITS. INLET LINES SHALL

ONLY PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF

DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM THE

WATER'S EDGE OF THE RECEIVING BODY BELOW THE WATER SURFACE (5' MINIMUM OR

BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL BE UTILIZED AT

ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN EXISTING SOIL

STABILITY.

8. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT

DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT

ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES.

THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS, AND CURRENT

SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH

ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION 01 57

20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

NOTES:

R/W R/W

R/W

R/WR/W

R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W

R/W R/W

PROPOSED

BORROW

AREA = 7AC

PREVIOUS BORROW AREA

SF SF

CONTRACTOR TO EXCAVATE PROPOSED

BORROW AREA TO MAXIMUM DEPTH OF

ELEV. 84' FIRST, BEGINNING IN THE

NORTHEAST CORNER, WORKING WEST

AND THEN DOWN-STREAM, UTILIZING

PRESCRIBED SHAPE AS DRAWN ON THIS

SHEET AS MAXIMUM AVAILABLE BORROW

AREA

CONTRACTOR TO DEWATER PROPOSED

BORROW AREA BY PUMPING TO

PREVIOUS BORROW AREA

R67

R68

R69

R70

R71

R72

BORROW AREA POINTS

No.

R-67

R-68

R-69

R-70

R-71

R-72

NORTHING

1,135,679.43

1,135,362.56

1,135,119.43

1,135,222.26

1,135,247.44

1,135,679.43

EASTING

2,092,408.40

2,092,423.89

2,092,409.06

2,092,199.37

2,091,761.22

PUMPING CORRIDOR

EXCAVATION DEPTH

= EL. 84.00'

MATERIAL AVAILABLE FOR BORROW

EXISTING GROUND

EXCAVATION DEPTH

EL. 84.00'

B1BORROW AREA SECTION VIEW.

(NTS)

1V ON 2H

DIVERSION

CHANNEL

1V ON 2H

DIVERSION CHANNEL

165.00'

R R

O W

A R

O F

10.00'

60.00'

R /W

1V ON 2H

DIVERSION CHANNEL

EXCAVATION DEPTH

EL. 84.00'

MATERIAL AVAILABLE FOR BORROW

MINIMUM OFFSET 10'

1V ON 2H

(TYP)

EXISTING GROUND

EXCAVATION DEPTH

EL. 84.00'

A1BORROW AREA SECTION VIEW.

(NTS)

MINIMUM OFFSET 10'

10.00'

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

N N

2E E-

-R

-A

M M

R G

, M S

R G

D R

N D

N B

C H

C D

M R

-L

D E

M S

N A

A-

U N

K, M

R &T

, E

N K

AS ADVERTISED

C-121

R O

W A

N A

N D

P R

N A

N D

O N

C O

O L

C .B

D .W

C E

NOTES

LEGEND

1. STATIONING SHOWN IS NEW LEVEE CENTERLINE.

2. ALL UNITS ARE IN U.S. SURVEY FOOT.

3. PHOTO IMAGERY PROVIDED BY BING MAPS. DATE OF IMAGE UNKOWN.

4. HORIZONTAL DATUM IS HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE,US

FOOT.

5. VERTICAL DATUM IS N.A.V.D. 88

6. LEVEE EXCAVATION SHALL BE COMPLETED IN STAGES WITH A MAXIMUM OF

600 LINEAR FEET SECTIONS DEGRADED AT ANYTIME.

7. STOCKPILED MATERIAL SHALL BE PROCESSED AND ON HAND ON EXISTING

SEEPAGE BERM PRIOR TO ANY LEVEE EXCAVATION COMMENCEMENT TO

PROVIDE EMERGENCY CLOSURE IN THE EVENT OF RIVER WATER SURFACE

ELEVATION INCREASE.

PLAN VIEW

PROPOSED LEVEE CENTERLINE

EXISTING LEVEE CENTERLINE

EXISTING RIVERSIDE LEVEE TOE

EXISTING CONTOURS

PROPOSED CONTOURS

PROPOSED SILT FENCE

D1 BORROW AREA PLAN VIEW

SCALE: 1"=200'

A1 BORROW AREA PROFILE VIEWS

NOT TO SCALE

400'0 200'

XXX

C L

. V

EXISTING MATERIAL TO BE

EXCAVATED…

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 Feb 19, 2026.