A02_Drawings_W912EE21B0017.pdf

PDF 23 MB Posted Jul 9, 2021

Attached to: Washington County, Mississippi Levee Enlargement, ITEMS 526-L FC/MR&T, EBMRL
Solicitation number: W912EE21B0017
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation for levee enlargement work in Washington County, Mississippi. The solicitation seeks a firm fixed-price contract to furnish labor, materials, plant and equipment to complete items of work including clearing and grubbing, constructing semi-compacted levee embankment and ramps, developing and reclaiming a borrow source, replacing gravel surfacing, installing crushed stone surfacing and erosion control matting, and implementing environmental protection and stormwater pollution prevention plans. Interested vendors can view plans and specifications on BetaSam and register on the Interested Vendor's List at Sam.gov. The bid opening date is on or about August 10, 2021. This procurement is set aside for small businesses under NAICS code 237990. The issuing agency is the Department of the Army Corps of Engineers Vicksburg District.

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B06_Official_Bid_Abstract_W912EE21B0017.pdf	PDF	Aug 10, 2021
A22_Solicitation_W912EE21B0017_Amendment_0001.pdf	PDF	Aug 6, 2021
A02_Specifications_W912EE21B0017.pdf	PDF	Jul 9, 2021

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PROJECT SITE

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D B

D E

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N B

U E D

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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

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E E

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LAKE LEE

H W

A Y

HIGHWAY 438

WAYSIDE, MS

9.1 MILES

GREENVILLE, MS

BORROW SITE

CLUB 17 ROAD

MISSISSIPPI RIVER

H W

A Y

THAGGARD ROAD

L E

V E

E R

O A

V E E R

O A D

AVON, MS

M A

A N

A L

M A

A N

A L

BORROW SITE HAUL ROAD

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A N

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D of Engineers

US Army Corps

VICKSBURG DISTRICT

A V

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-L

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AVON, ITEM 526-L

WASHINGTON COUNTY, MISSISSIPPI

TBD

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

F C /M

T E

B M

R L L E

V E

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N L

A R

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M E

N T

FC/MR&T EBMRL, LEVEE ENLARGEMENT

AS ADVERTISE

L E

V E

E D

R A

A G

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R A

N D

O L P

W A

L L

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E U .S

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L D

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W E

E -2

-B -0

W912EE-21-B-0017

J U

L Y

JULY 2021

CULVERT-XX

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®of Engineers

US Army Corps

U .S

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P S O

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W A

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G-002

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B U

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A N

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A L L

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E X

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F E

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GENERAL LEGEND

BORROW BORING

CONE PENETROMETER TEST

TERTIARY BORING

UNDISTURBED BORING

SEMICOMPACTED EMBANKMENT

EXCAVATED MATERIAL

CULVERT I.D.

CENTER LINE INDICATOR

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

LEVEE RAMP

AS ADVERTISE

EXISTING VEGETATION LINE

LIMITS OF WORK

FENCE LINE

LEVEE RAMP CENTERLINE

DITCH LINE

EASEMENT LIMIT LINE

NEW LEVEE TOE

SILT FENCE LINE

RIGHT OF WAY LIMIT LINE

L E

V E

E D

R A

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N D

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E -2

-B -0

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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 per second of undisturbed sample

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

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

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

E G

R A

E D S

S C

O A

R S

G R

E D S

G R

A V

E L

S S

A N

D S

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(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 o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n

Amount of Fines)

(Little or No Fines)

CLAYS

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e

When underlined denotes D size in mm *

M o re t h a n h a lf o f c o a rs e o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n

N o s ie v e s iz e

N o .2 s ie v e s iz e

M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n

" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

* 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 on the drawings.

** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs

0 20 40 60 80

"U L

N E

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I P

L A

S T

Y I

N D

E X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION 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 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

considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface

1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.

that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.

examination and is approximate, except within those vertical reaches of the borings where shear

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual

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

ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.

4. The detailed explanation of the Unified Soil Classification System is presented in

GENERAL NOTES

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G L

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B-001

B U

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B U

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AS ADVERTISE

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S U

B M

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D B

D A

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C O

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®of Engineers

US Army Corps

U .S

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526-1-14C

526-1-18T

526-1-18U

526-10-14C 526-11-14C

526-12-14C

526-13-14C

526-14-14C

526-15-14C

526-16-14C

526-17-14C

526-18-14C

526-2-14C

526-2-18T

526-3-14C

526-4-14C

526-5-14C

526-6-14C

526-7-14C

526-8-14C

526-9-14C

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B-101A1

BORING AND CPT LOCATION

SCALE: 1" = 200'

S H

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400'0 200'

GENERAL NOTES

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C /M

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AS ADVERTISE

CPT DATA IS AVAILABLE UPON REQUEST.6.

AERIAL IMAGERY WAS TAKEN SEPTEMBER 2017 AND MAY 2018.5.

FOR BORING LOGS SEE SHEETS B-201 TO B-203.4.

BORING LOCATIONS ARE APPROXIMATED.3.

POLLUTION PREVENTION PLAN SHEETS C-502 TO C-506.

R-102; PLANS AND PROFILE SHEETS C-101 T0 C-105; AND STORM WATER

ROW POINTS ARE SHOWN ON THE RIGHT OF WAY MAP SHEETS R-101 TO 2.

ROW POINTS NUMBERS ARE NOT SHOWN FOR CLARITY.1.

R A

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U .S

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526-1-18B

526-10-18B

526-11-18B

526-12-18B

526-13-18B

526-14-18B

526-15-18B

526-16-18B

526-17-18B

526-18-18B

526-19-18B

526-2-18B

526-20-18B

526-3-18B

526-4-18B

526-5-18B

526-6-18B

526-7-18B

526-8-18B

526-9-18B

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W E

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-B -0

T B

K S

B U

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P I

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B U

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T R

BORING AND CPT LOCATION

SCALE: 1" = 200'

S H

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T O

B O

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B-102

GENERAL NOTES

400'0 200'

F C /M

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AS ADVERTISE

AERIAL IMAGERY WAS TAKEN MARCH 2017 AND MAY 20185.

FOR BORING LOGS SEE SHEETS B-201 TO B-203.4.

BORING LOG POINTS ARE APPROXIMATED.3.

TO R-102.

EASEMENT POINTS ARE SHOWN ON THE RIGHT OF WAY MAP SHEETS R-101 2.

EASEMENT POINTS ARE NOT SHOWN FOR CLARITY.1.

W A

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D B

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C O

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NOTES:

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

83.4

G.S. 108.4

526-1-19B

24 APR 19

D MC LL PL10

1. WATER LEVEL DETERMINED AT END OF BORING

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

PLASTICITY, BROWN WITH IRON OXIDE STAINING

MOIST, OCCASIONAL ORGANICS, LOW TO MEDIUM

(CH) CLAY WITH SILT, MEDIUM STIFF, 0' TO 11.5'

PLASTICITY, GRAY

OCCASIONAL ORGANICS, MEDIUM TO HIGH

(CH) CLAY, MEDIUM STIFF TO SOFT, WET, 11.5' TO 20'

SATURATED, GRAY

(SC) CLAYEY SAND, SAND MEDIUM, LOOSE, 20' TO 25'

W. L. 100.4

90 29

31107

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

G.S. 111.8

86.8

526-2-19B

24 APR 19

LL PL10 MCD

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

SOFT, LOW PLASTICITY, WET, GRAY

(CL) SANDY CLAY, SAND FINE TO MEDIUM, 24.5' TO 25'

SHELLS, BROWN MOTTLED WITH GRAY

LOW TO MEDIUM PLASTICITY, MOIST, OCCASIONAL

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 10'

PLASTICITY, WET, OCCASIONAL ORGANICS, GRAY

(CH) CLAY, MEDIUM STIFF, MEDIUM TO HIGH 10' TO 24.5'

NOTES:

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SM

PtN G

V D

D J

SPT

83.1

G.S. 108.1

526-3-19B

24 APR 19

PL10 LLMCD

STAINING

PLASTICITY, MOIST, BROWN WITH IRON OXIDE

(CH) CLAY WITH SILT, MEDIUM STIFF, LOW 0' TO 8'

CL/CH

W. L. 100.1

MATTER, 30% CLAY, DARK BROWN TO GRAY

PLASTICITY, MOIST TO WET, FIBOROUS. 70% PLANT

(PT) CLAYEY PEAT, SOFT, MEDIUM 11' TO 14'

PLASTICITY, MOIST TO WET, GRAY

(CL) CLAY WITH ORGANICS, SOFT, MEDIUM 14' TO 17'

SAND FINE TO MEDIUM, LOOSE, SATURATED, GRAY

(SP-SM) POORLY GRADED SAND WITH SILT, 17' TO 25'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

1. WATER LEVEL DETERMINED AT END OF BORING

GRAY

HIGH PLASTICITY, MOIST, OCCASIONAL ORGANICS,

(CL/CH) CLAY, MEDIUM STIFF, MEDIUM TO 8' TO 11'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

85.9

G.S. 110.9

24 APR 19

526-4-19B

PL10 LLMCD

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

OCCASIONAL ORGANICS, GRAY

(CH) CLAY, SOFT, WET, MEDIUM PLASTICITY, 14' TO 24'

PLASTICITY, GRAY

(CL) SANDY CLAY, SOFT, WET, LOW 24' TO 25'

OXIDE STAINING

PLASTICITY, BROWN TO GRAY MOTTLED WITH IRON

MOIST, OCCASIONAL ORGANICS, LOW TO MEDIUM

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 10'

MEDIUM PLASTICITY, OCCASIONAL ORGANICS, GRAY

(CL) CLAY WITH SILT, MEDIUM STIFF, MOIST, 10' TO 14'

NOTES:

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SM

N G

V D

D J

SPT

82.7

G.S. 107.7

526-5-19B

24 APR 19

PL10 LLMCD

34W. L. 100.7

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

1. WATER LEVEL DETERMINED AT END OF BORING

LOOSE, SATURATED, GRAY

(SC) CLAYEY SAND, SAND FINE TO MEDIUM, 14' TO 17'

SAND FINE TO MEDIUM, LOOSE, SATURATED, GRAY

(SP-SM) POORLY GRADED SAND WITH SILT, 17' TO 25'

WITH IRON OXIDE STAINING, MOTTLED WITH GRAY

LOW PLASTICITY, MOIST, TRACE ORGANICS, BROWN

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 8'

CL/CH

MEDIUM PLASTICITY, MOIST, GRAY

(CL/CH) CLAY, SOFT TO MEDIUM STIFF, 8' TO 11'

PLASTICITY, MOIST, OCCASIONAL ORGANICS, GRAY

(CH) CLAY, MEDIUM STIFF, MEDIUM TO HIGH 11' TO 14'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SC

N G

V D

D J 110

SPT

G.S. 112.1

87.1

526-6-19B

24 APR 19

LL10 PLMCD

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

OXIDE STAINING

MOIST, LOW PLASTICITY, BROWN MOTTLED WITH IRON

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 5'

STAINING

PLASTICITY, GRAY MOTTLED WITH IRON OXIDE

(CH) CLAY, SOFT, MOIST, MEDIUM TO HIGH 5' TO 20'

SATURATED, GRAY

(SC) CLAYEY SAND, SAND MEDIUM, LOOSE, 20' TO 23'

SAND MEDIUM, LOOSE, SATURATED, GRAY

(SP-SC) POORLY GRADED SAND WITH CLAY, 23' TO 25'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SM

N G

V D

D J

SPT

83.3

G.S. 108.3

24 APR 19

526-7-19B

10 PLLLMCD

MOTTLED WITH IRON OXIDE STAINING

LOW PLASTICITY, MOIST, TRACE ORGANICS, BROWN

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 8'

SHELLS, TRACE ORGANICS, GRAY

SAND FINE TO MEDIUM, LOOSE, SATURATED, TRACE

(SP-SM) POORLY GRADED SAND WITH SILT, 15.5' TO 25'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

CL/CH

GRAY

MEDIUM PLASTICITY, MOIST, OCCASIONAL ORGANICS,

(CL/CH) CLAY, SOFT TO MEDIUM STIFF, 8' TO 10'

BLACK

LOOSE, SATURATED, 15% ORGANIC MATTER, GRAY TO

(SC) CLAYEY SAND, SAND FINE TO MEDIUM, 10' TO 15.5'

NOTES:

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

G.S. 109.4

84.4

526-8-19B

24 APR 19

10 PLLLMCD

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

1. WATER LEVEL DETERMINED AT END OF BORING

W. L. 100.4

CL/CH

CL/CH STAINING

ORGANICS, BROWN MOTTLED WITH IRON OXIDE

LOW TO MEDIUM PLASTICITY, MOIST, TRACE

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 9'

20% PEAT, GRAY

MEDIUM STIFF, MEDIUM PLASTICITY, MOIST TO WET,

(CL/CH) CLAY WITH ORGANICS, SOFT TO 10' TO 14'

LOOSE, SATURATED, GRAY

(SM) SILTY SAND, SAND FINE TO MEDIUM, 14' TO 25'

PLASTICITY, MOIST, OCCASIONAL ORGANICS, GRAY

(CL/CH) CLAY, SOFT TO MEDIUM STIFF, MEDIUM 9' TO 10'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SM

N G

V D

D J

SPT

84.4

G.S. 109.4

25 APR 19

526-9-19B

LL PLMCD

TO GRAY

SAND FINE TO MEDIUM, LOOSE, SATURATED, BROWN

(SP-SM) POORLY GRADED SAND WITH SILT, 8.5' TO 25'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

ORGANICS, BROWN WITH IRON OXIDE STAINING

STIFF, LOW PLASTICITY, MOIST, OCCASIONAL

(CH) CLAY WITH SILT, SOFT TO MEDIUM 0' TO 8.5'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:28 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526-L_B-201XXX.dg

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T B

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F C /M

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US Army Corps

U .S

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NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

93.7

G.S. 118.7

526-10-19B

23 APR 19

D MC LL PL10

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

LOOSE, SATURATED, GRAY

(SP) POORLY GRADED SAND, SAND MEDIUM, 23' TO 25'

STAINING

IRON OXIDE PLASTICITY, BROWN MOTTLED WITH

MOIST, TRACE ORGANICS, LOW TO MEDIUM

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 9'

MEDIUM TO HIGH PLASTICITY, GRAY

(CH) CLAY, SOFT TO MEDIUM STIFF, MOIST, 9' TO 11'

TRACE ORGANICS, LOW PLASTICITY, BROWN TO GRAY

(CL) CLAY WITH SILT, MEDIUM STIFF, MOIST, 11' TO 19'

MOIST TO WET, LOW PLASTICITY, GRAY

(CL) SANDY CLAY, SAND MEDIUM, SOFT, 19' TO 23'

NOTES:

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

85.2

G.S. 110.2

526-11-19B

25 APR 19

D MC LL PL10

W. L. 100.7

1. WATER LEVEL DETERMINED AT END OF BORING

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

GRAY

MEDIUM, LOOSE, MOIST TO SATURATED, BROWN TO

(SP) POORLY GRADED SAND, SAND FINE TO 8' TO 25'

BROWN WITH IRON OXIDE STAINING

LOW PLASTICITY, MOIST, OCCASIONAL ORGANICS,

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 8'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

93.1

G.S. 118.1

526-12-19B

23 APR 19

D MC LL PL10

LOOSE, SATURATED, GRAY

(SP) POORLY GRADED SAND, SAND MEDIUM, 20' TO 25'

WET, LOW PLASTICITY, GRAY

(CH) SANDY CLAY, SAND MEDIUM, SOFT, 17.5' TO 20'

GRAY WITH IRON OXIDE STAINING

STIFF, MOIST, TRACE ORGANICS, MEDIUM PLASTICITY,

(CH) CLAY WITH SILT, SOFT TO MEDIUM 10' TO 17.5'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

TO 0.2'

BROWN MOTTLED WITH GRAY, SAND SEAM FROM 0.1'

MOIST, TRACE ORGANICS, LOW TO MEDIUM PLASTICITY,

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 10'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J 110

SPT

87.0

G.S. 112.0

526-13-19B

25 APR 19

D MC LL PL10

IRON OXIDE STAINING, BROWN. FILL?

(SP) POORLY GRADED SAND, LOOSE, DRY, 5' TO 10'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

BROWN

MEDIUM, LOOSE, WET TO SATURATED BELOW 17.0',

(SP) POORLY GRADED SAND, SAND FINE TO 10' TO 25'

BROWN WITH IRON OXIDE STAINING

DRY, LOW PLASTICITY, OCCASIONAL ORGANICS,

(CH) CLAY WITH SILT, MEDIUM STIFF TO STIFF, 0' TO 5'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

91.8

G.S. 116.8

526-14-19B

23 APR 19

D MC LL PL10

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

STAINING

PLASTICITY, BROWN MOTTLED WITH IRON OXIDE

MOIST, OCCASIONAL ORGANICS, LOW TO MEDIUM

(CH) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 0' TO 10'

LOOSE, WET TO SATURATED, GRAY

(SP) POORLY GRADED SAND, SAND MEDIUM, 15' TO 25'

WITH GRAY

MOIST, LOW TO MEDIUM PLASTICITY, BROWN MOTTLED

(CL) CLAY WITH SILT, SOFT TO MEDIUM STIFF, 10' TO 15'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J 110

SPT

(SM) SILTY SAND, LOOSE, MOIST, BROWN5' TO 13'

87.0

G.S. 112.0

526-15-19B

25 APR 19

D MC LL PL10

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

BROWN. FILL?

(CH) CLAY, LOOSE, DRY, LOW TO NO PLASTICITY, 2' TO 5'

MEDIUM, LOOSE, SATURATED, BROWN

(SP) POORLY GRADED SAND, SAND FINE TO 13' TO 18'

LOOSE, SATURATED, GRAY

(SM) SILTY SAND, SAND FINE TO MEDIUM, 18' TO 25'

LOW PLASTICITY, BROWN WITH IRON OXIDE STAINING

(CH) CLAY WITH SILT, MEDIUM STIFF, MOIST, 0' TO 2'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SC

N G

V D

D J 110

SPT

87.1

G.S. 112.1

526-16-19B

23 APR 19

D MC LL PL10

OXIDE STAINING

FINE SAND, LOW PLASTICITY, BROWN WITH IRON

(CH) CLAY WITH SILT, SOFT, MOIST, TRACE 0' TO 9'

SAND MEDIUM, LOOSE, MOIST, BROWN

(SP-SC) POORLY GRADED SAND WITH CLAY, 9' TO 13'

LOOSE, SATURATED, BROWN TO GRAY

(SP) POORLY GRADED SAND, SAND MEDIUM, 13' TO 25'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

N G

V D

D J

SPT

82.9

G.S. 107.9

526-17-19B

25 APR 19

D MC LL PL10

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

LOOSE, SATURATED, GRAY

(SM) SILTY SAND, SAND FINE TO MEDIUM, 17' TO 25'

LOW TO NO PLASTICITY, DILATES RAPIDLY, GRAY

(ML) CLAYEY SILT, SOFT TO LOOSE, WET, 8' TO 11'

MEDIUM PLASTICITY, DILATES RAPIDLY, GRAY

(CL) CLAY WITH SILT, SOFT, MOIST, LOW TO 11' TO 17'

STAINING

MOIST, LOW PLASTICITY, BROWN WITH IRON OXIDE

(CH) CLAY WITH SILT, MEDIUM STIFF, SLIGHTLY 0' TO 5'

PLASTICITY, BROWN

(CL) CLAY WITH SILT, SOFT, MOIST, LOW 5' TO 8'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BORING BACKFILLED WITH CEMENT GROUT

SP-SC

N G

V D

D J

SPT

84.9

G.S. 109.9

526-18-19B

23 APR 19

D MC LL PL10

ORGANICS, LOW TO MEDIUM PLASTICITY, BROWN

(CH) CLAY WITH SILT, SOFT, MOIST, TRACE 0' TO 8'

SAND MEDIUM, LOOSE, MOIST, BROWN

(SP-SC) POORLY GRADED SAND WITH CLAY, 8' TO 13'

LOOSE, SATURATED, GRAY TO BROWN

(SP) POORLY GRADED SAND, SAND MEDIUM, 13' TO 19'

SATURATED, GRAY TO BROWN

(SM) SILTY SAND, SAND MEDIUM, LOOSE, 19' TO 25'

2. SOILS LOGGED FROM SOLID STEM AUGER CUTTINGS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:34 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526-L_B-202XXX.dg

G L

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W A

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T N .A .V .D

E L E

V A

N I

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T N .A .V .D

SP-SM

SI,St-So,OX,TR-O

PTO,So

SI,So,W/PT,TR-SLF

SI,So,W/FS,TR-O

SI,So,TR-O

SI,So,TR-O,LA

So,LA

CL,F-Lo,LA,TR-S

S,Lo,LA

MD,LA

MD-D,TR-LA

G,D

G,MD-D

SI,vSt,LA,TR-O

SI,H,LA,TR-FS

vD,TR-LA,TR-FS

GR&BK

(0)

(3)

(10)

(2)

(1)

(3)

(15)

(32)

(23)

(20)

(22)

(24)

(35)

(42)

(82)

(111)

0.08

0.13

0.08

0.12

0.25

0.14

1O D

526-2-18T

11-17-2018

LONG. 2081233.34

LAT. 1370971.94

LL W 122.01G.S.E.PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

SP-SM

SI,TR-S

CL,TR-S

W/SI,TR-O

TR-S

W/O,TR-S

vSo,W/O,TR-S vSo,W/O,TR-S vSo,W/O vSo vSo,TR-S vSo,TR-S vSo,TR-S vSo vSo,TR-S vSo

GYBR

GR&LGR

(36)

1O D

526-1-18U

11-29-2018

LONG. 2080951.81

LAT. 1369506.9

LL W 128.76G.S.E.PL

CL-ML

SP-SM

SP-SC

SW-SM

SP-SM

SI,So,O

So,O,OX

SI,So,OX,CR

CL,So,LA

SI,D,OX,O

CL,So

SI,D,OX,O

CL,So,WD,LA

SI,So,WD,LA

SI,So,LA

SI,D,LA

D,LA

SI,So,LA

D,TRMG

Lo,TRO

Lo,W/FG vD,TR-FG vD,TR-FG

W/MG

MD,TR-CL

CL,H,SIS,LA

H,SIS,LA

SI,H,SIS,LA

BR&GR

DGR

DGR&BK

BR&GR

MUL

GR&BR

BR&GR

(3)

(5)

(4)

(7)

(5)

(3)

(4)

(2)

(8)

(5)

(6)

(8)

(4)

(25)

(30)

(34)

(17)

(38)

(51)

(70)

(17)

(37)

(55)

(48)

0.13

0.1

0.11

0.1

0.21

0.35

1O D

526-1-18T

11-08-2018

LONG. 2080541.95

LAT. 1367584.45

LL W 124.03G.S.E.PL

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:40 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526-L_B-204XXX.dg

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B-204

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CENTERLINE

NEW LEVEE

NEW LEVEE TOE ENLARGEMENT TIE-IN

BORROW SITE

CONSTRUCT NEW RAMP

BORROW SITE ACCESS HAUL ROAD

FROM HIGHWAY 438

ACCESS TO HAUL ROAD

SEE NOTE 6

SITE ACCESS ROAD

SOUTHERN BORROW

S O

A T

N N

D E

N E

D B

D E

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:46 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-101XXX.dgn

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CIVIL SITE PLAN

SCALE: 1" = 800' 0 800' 1600'

GENERAL NOTES

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

AS ADVERTISE

SITE ACCESS ONLY.

BORROW SITE ACCESS ROAD MAY BE USED FOR EQUIPMENT ACCESS AND

FOR HAULING OPERATIONS. THE CLUB 17 ROAD AND THE SOUTHERN

ACCESS TO THE BORROW SITE FROM CLUB 17 ROAD SHALL NOT BE USED 6.

OPERATIONS IN THEIR VICINITY.

CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION

THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 5.

VERTICAL DATUM IS N.A.V.D. 88.4.

SYSTEM.

HORIZONTAL DATUM IS NAD83/2011, MS WEST STATE PLANE COORDINATE 3.

ALL UNITS ARE US SURVEY FOOT.2.

STATIONING SHOWN IS NEW LEVEE CENTERLINE STATION.1.

W A

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UPPER END OF ITEM 526-

L, STA. 4853

+50.00

LOWER END OF ITEM 526-L, STA. 4898+09.00

HIGHWAY 438

M A

A N

A L

H W

A Y

LAKE LEE

THAGGARD RD.

CLUB 17 RD

M A

A N

116116

118118

123 123

124 12

126 126

134 136

115115

120 120

130 130

130130

135135

135 135

140140

140 140

145 145 145 145

145145

145 145

A T

N N

D E

N E

D B

D E

S C

M A

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S U

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D B

D A

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C O

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US Army Corps

U .S

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EXISTING RIVERSIDE EMBANKMENT TOE

EL. 150.70

STA. 4854+00.00

U P

P E

R E

N D O

F I T

E M

-L S

T A .0

EXISTING RAMP

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

CROWN

EXISTING LEVEE

4853+004854+004855+004856+004857+004858+004859+004860+004861+004862+004863+004864+004865+004866+004867+004868+004869+004870+004871+004872+004873+004874+004875+004876+004877+004878+00

M A

T C

H L

E S

T A .0

EXISTING LANDSIDE EMBANKMENT TOE

(EL. 149.23)

CENTERLINE AT STA. 4853+50.00

TIE INTO EXISTING LEVEE

EL. 148.70

STA. 4854+00.00

RIVERSIDE ENLARGEMENT STRADDLE ENLARGEMENT LANDSIDE ENLARGEMENT

GROSS GRADE SLOPE -0.0023%

NET GRADE SLOPE -0.0023%

STA. 4859+61.50

LEVEE RAMP, TYPE B

M A

T C

H L

E , S

T A . 4

BEGIN STA. 4853+50.00

LANDSIDE ENLARGEMENT

CENTERLINE

EXISTING LEVEE

CENTERLINE

NEW LEVEE

ROADWAY ADDITION

EDGE OF

NEW LEVEE TOE

SEE SHEET C-502

TO BE CONSTRUCTED

RAMP 3 TYPE B LEVEE TOE

EXISTING

LEVEE TOE

EXISTING

CROWN

NEW LEVEE

CROWN

NEW LEVEE

NEW LEVEE TOE

STAGING LOCATION

EXISTING TREELINE

STA 4853+50.00

UPPER END OF ITEM 526-L

P O

B -1

P I-2

P I-

EXISTING FENCE

REMOVE 852' OF

SEE SHEETS R-101 THRU R-603.

LIMITS OF WORK SHOWN ARE AT ROW LIMITS.

SEE SHEETS R-101 THRU R-603.

LIMITS OF WORK SHOWN ARE AT ROW LIMITS.

ROW LIMITS. (SEE SHEETS R-101 THRU R-603)

AND SHOULD BE INSTALLED AT OR NEAR

SILT FENCES SHOWN ARE AT ROW LIMITS

ROW LIMITS. (SEE SHEETS R-101 THRU R-603)

AND SHOULD BE INSTALLED AT OR NEAR

SILT FENCES SHOWN ARE AT ROW LIMITS

STA. L 4853+72.00

TYPE "A" CATTLE GUARD

REMOVE AND REPLACE

STA. L 4876+47.00

TYPE "A" CATTLE GUARD

REMOVE AND REPLACE

AND EXIT DETAIL

CONSTRUCTION ENTRANCE

SEE SHEET C-501 FOR

TOE OF SLOPE

NEW LEVEE ROADWAY ADDITION

TOE OF SLOPE

NEW LEVEE ROADWAY ADDITION

STA. 4876+54.50, LANDSIDE

REMOVE EXISTING FENCE - 245'

STA. 4876+50.50, RIVERSIDE

REMOVE EXISTING FENCE - 175'

WITHIN RIGHT OF WAY.

ALONG ROADWAY

EXISTING FENCE

REMOVE 437' OF

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O N

E M

-L

W A

S H

G T

O N C

O U

N T

P I

T B

K S

B U

R G

P I

K S

B U

R G D

T R

SCALE: 1"=100'

100' 200'0

C-102

P L

A N A

N D P

R O

B U

R R

B U

R R

OPERATIONS IN THEIR VICINITY.

CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION

THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 5.

VERTICAL DATUM IS N.A.V.D. 88.4.

SYSTEM.

HORIZONTAL DATUM IS NAD83/2011, MS WEST STATE PLANE COORDINATE 3.

ALL UNITS ARE US SURVEY FOOT.2.

STATIONING SHOWN IS NEW LEVEE CENTERLINE STATION.1.

GENERAL NOTES

S T

A .0

O S

T A .0

100' 200'0

E R

E L

E V

E E E

N L

A R

G E

M E

N T

SCALE: 1" = 100' HORIZONTAL 1" = 5' VERTICAL

PLAN: STA. 4877+50.00 TO 4853+50.00

PROFILE: STA. 4877+50.00 TO 4853+50.00

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

AS ADVERTISE

R A

N D

O L P

L E

V E

E D

R A

A G

E S

E C

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

W E

E -2

-B -0

J U

L Y

114114

116116116

118118 118118

119 119

121 121

122 123

123 123

124 12

124 1

124 124

126 126

126126

127127

128 128

129 129

133133

134 134

136136 137 137

138 138

139139

143144

115115 115115115

120120

120 120

125125

125125125125

130 130

130 130 130 130 130 130

130130

135135

135135135135135

135 135

135 135 135

135 135

140140

140140140

140 140 140

140 140 140 140

145 145 145 145 145 145 145

145145

145145145

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

EXISTING RAMP

E L E

V A

N I

N F

E E

N .A .V .D

E L E

V A

N I

N F

E E

N .A .V .D

4878+004879+004880+004881+004882+004883+004884+004885+004886+004887+004888+004889+004890+004891+004892+004893+004894+004895+004896+004897+004898+004899+00 4877+00

M A

T C

H L

E S

T A .0

EXISTING RIVERSIDE EMBANKMENT TOE

EXISTING LANDSIDE EMBANKMENT TOE

RIVERSIDE ENLARGEMENT

GROSS GRADE SLOPE -0.0023%

NET GRADE SLOPE -0.0023%

M A

T C

H L

E S

T A .0

(EL. 149.00)

CENTERLINE AT STA. 4898+03.00

TIE INTO EXISTING LEVEE

STA. 4897+12.00

LEVEE RAMP, TYPE B

STA. 4890+59.50

LEVEE RAMP, TYPE B

EL. 150.60

STA. 4897+35.00

ELEV.148.60

STA. 4897+35.00

M A

T C

H L

E , S

T A . 4

CROWN

NEW LEVEE

CROWN

NEW LEVEE

SEE SHEET C-502

TO BE CONSTRUCTED

RAMP 2 TYPE A

SEE SHEET C-502

TO BE CONSTRUCTED

RAMP 1 TYPE A

CENTERLINE

EXISTING LEVEE

STA 4898+03.00

LOWER END OF ITEM 526-L

P I- 7P I-

P I-

P O

E -1

STA. L 4876+47.00

TYPE "A" CATTLE GUARD

REMOVE AND REPLACE

STA. L 4897+80.00

TYPE "A" CATTLE GUARD

REMOVE AND REPLACE

CENTERLINE

EXISTING LEVEE TOE OF SLOPE

NEW LEVEE ROADWAY ADDITIONEXISTING LEVEE TOE

SEE SHEETS R-101 THRU R-603.

LIMITS OF WORK AHOWN ARE AT ROW LIMITS.

EXISTING LEVEE TOE

NEW LEVEE TOE

ROW LIMITS. (SEE SHEETS R-101 THRU R-603).

AND SHOULD BE INSTALLED AT OR NEAR

SILT FENCES SHOWN ARE AT ROW LIMITS

(SEE SHEETS R-101 THRU R-603).

LIMITS OF WORK SHOWN ARE AT ROW LIMITS.

STA. 4876+54.50, LANDSIDE

REMOVE EXISTING FENCE - 245'

STA. 4876+50.50, RIVERSIDE

REMOVE EXISTING FENCE - 175'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:02 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-103XXX.dgn

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SCALE: 1"=100'

100' 200'0

SCALE: 1" = 100'

C-103

P L

A N A

N D P

R O

B U

R R

B U

R R

OPERATIONS IN THEIR VICINITY.

CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION

THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 5.

VERTICAL DATUM IS N.A.V.D. 88.4.

SYSTEM.

HORIZONTAL DATUM IS NAD83/2011, MS WEST STATE PLANE COORDINATE 3.

ALL UNITS ARE US SURVEY FOOT.2.

STATIONING SHOWN IS NEW LEVEE CENTERLINE STATION.1.

GENERAL NOTES

S T

A .0

O S

T A .0

PROFILE: STA. 4898+03.00 TO STA. 4877+50.00

100' 200'0

PLAN: STA. 4898+03.00 TO STA. 4877+50.00

E R

E L

E V

E E E

N L

A R

G E

M E

N T

F C /M

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N L

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AS ADVERTISE

R A

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O L P

L E

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E D

R A

A G

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E C

N W

E -2

-B -0

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

J U

L Y

117116

116116

109 109

5 115

110110

100'

170'

150'

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

CUT TO EL. 102.00

FROM BORROW SITE

ACCESS HAUL ROAD TO AND

10'

ROW LIMITS. (SEE SHEETS R-101 THRU R-601).

AND SHOULD BE INSTALLED AT OR NEAR

SILT FENCES SHOWN ARE AT ROW LIMITS

(SEE SHEETS R-101 THRU R-601).

LIMITS OF WORK SHOWN ARE AT ROW LIMITS.

HAULING ACCESS NOT PERMITTED.

PASSENGER VEHICLE SITE ACCESS ONLY.

FROM ROW.

TOP OF BANK = 10'

BORROW SITE CONTROL TABLE.

SEE SHEET C-601 FOR

C L U

ACCESS ROAD MAY BE USED FOR EQUIPMENT ACCESS AND SITE ACCESS ONLY.

HAULING OPERATIONS. THE CLUB 17 ROAD AND THE SOUTHERN BORROW SITE

ACCESS TO THE BORROW SITE FROM CLUB 17 ROAD SHALL NOT BE USED FOR

CULVERT-1

EXISTING

CULVERT-2

EXISTING

CULVERT-3

EXISTING

CULVERT-5

EXISTING

CULVERT-4

EXISTING

CULVERT-6

EXISTING

CULVERT-7

EXISTING

CULVERT-8

EXISTING

CULVERT-10

EXISTING

CULVERT-9

EXISTING

CULVERT-1

TEMPORARY

A-1

A-2 A-3

A-4

A-5

A-6A-7

A-8 A-9

A-10

A-11

A-12

A-13

A-14

A-15 A-16

A-17

SEE SHEET C-501

CONSTRUCT WATTLE

SEE SHEET C-501

CONSTRUCT WATTLE

SEE SHEET C-501

CONSTRUCT WATTLE

EXISTING GRADE

MATERIAL AVAILABLE FOR BORROW

MAXIMUM EXCAVATION ELEVATION - 102.00

NO EXCAVATION PERMITTED BELOW THIS LINE

C-601 FOR BORROW AREA POINT TABLE.

EXTENTS AND TO A DEPTH OF 12 INCHES. SEE SHEET

AREA TO BE CLEARED AND GRUBBED WITHIN BORROW

L. 1V

:2H

E R S

N C

H A N

N E L

S L.

V :2

E R S

N C

H A N

N E L

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SCALE: 1"=200'

P L

A N A

N D T

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A L D

E T

B O

R R

O W A

R E

A E

X C

A V

A T

C-104

B U

R R

B U

R R

BORROW EXCAVATION PLAN

400'0 200'

20' 40'0

BORROW AREA TYPICAL SECTION

SCALE: 1" = 20'

F C /M

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AS ADVERTISE

GENERAL NOTES

R A

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O L P

L E

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R A

A G

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W A

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A R

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P S

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S A

T P

A U

L D

T R

CONDITIONS UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

CONTRACTOR SHALL RETURN HAUL ROAD TO PRECONSTRUCTION EXISTING 9.

ORDER TO PREVENT DISTURBANCE.

ALL EXISTING PIPE AND RISER ENDS SHALL BE DEMARKED IN THE FIELD IN 8.

BETWEEN THE CONSTRUCTION ACTIVITIES AND MAIN CANAL.

CONTRACTOR SHALL MAINTAIN A MINIMUM OF 50 FEET VEGETATIVE BUFFER 7.

UPON COMPLETION OF THE PROJECT.

DOWNSTREAM CULVERT DIA. TEMPORARY CULVERTS ARE TO BE REMOVED

CULVERT DIA. SHALL BE THE SAME OR GREATER THAN THE EXISTING

SPACING FROM ANY EXISTING CULVERT IN THE DITCH BOTTOM. TEMPORARY

TEMPORARY CULVERTS ARE TO BE CONSTRUCTED WITH A MIN. 35 FT 6.

ACCESS ONLY.

SITE ACCESS ROAD MAY BE USED FOR EQUIPMENT ACCESS AND SITE

FOR HAULING OPERATIONS. THE CLUB 17 ROAD AND SOUTHERN BORROW

ACCESS TO THE BORROW SITE FROM CLUB 17 ROAD SHALL NOT BE USED 5.

COMMENCING CONSTRUCTION.

SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD PRIOR TO

CULVERT LOCATIONS ARE APPROXIMATE. EXACT LOCATION AND DETAILS 4.

VERTICAL DATUM IS N.A.V.D. 88.3.

SYSTEM.

HORIZONTAL DATUM IS NAD83/2011, MS WEST STATE PLANE COORDINATE 2.

ALL UNITS ARE US SURVEY FOOT.1.

AROUND BORROW PIT

MAINTAIN A MINIMUM OF 10 FOOT ACCESS

EXCAVATION OF BORROW MATERIAL SHALL

W E

E -2

-B -0

J U

L Y

170'

150'

400'

100'

150'

100'

50'

FROM BORROW SITE

ACCESS HAUL ROAD TO AND

EDGE OF EXISTING ROADWAY

ROW LIMITS. (SEE SHEETS R-101 THRU R-601).

AND SHOULD BE INSTALLED AT OR NEAR

SILT FENCES SHOWN ARE AT ROW LIMITS

(SEE SHEETS R-101 THRU R-601).

LIMITS OF WORK SHOWN ARE AT ROW LIMITS.

CULVERT-1

EXISTING

CULVERT-11

EXISTING CULVERT-12

EXISTING

CULVERT-13

EXISTING

CULVERT-14

EXISTING

CULVERT-15

EXISTING

RISER-1

EXISTING

CULVERT-16

EXISTING

RISER-2

EXISTING

CULVERT-17

EXISTING

CULVERT-1

TEMPORARY

CULVERT-2

TEMPORARY

A-5

ENTRANCE TO HAUL ROAD

NO TRESSPASSING SIGN AT

INSTALL TEMPORARY GATE AND

ENTRANCE AND EXIT DETAIL

SEE SHEET C-501 FOR CONSTRUCTION

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:13 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-105XXX.dgn

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SCALE: 1"=200' C-105

B U

R R

B U

R R

400'0 200'

GENERAL NOTES

B O

R R

O W S

E H

A U

L R

O A

P L

A N V

PLAN: BORROW SITE HAUL ROAD

F C /M

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AS ADVERTISE

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CONDITIONS UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

CONTRACTOR SHALL RETURN HAUL ROAD TO PRECONSTRUCTION EXISTING 8.

ORDER TO PREVENT DISTURBANCE.

ALL EXISTING PIPE AND RISER ENDS SHALL BE DEMARKED IN THE FIELD IN 7.

UPON COMPLETION OF THE PROJECT.

DOWNSTREAM CULVERT DIA. TEMPORARY CULVERTS ARE TO BE REMOVED

CULVERT DIA. SHALL BE THE SAME OR GREATER THAN THE EXISTING

SPACING FROM ANY EXISTING CULVERT IN THE DITCH BOTTOM. TEMPORARY

TEMPORARY CULVERTS ARE TO BE CONSTRUCTED WITH A MIN. 35 FT 6.

TEMPORARY CULVERTS.

DETERMINE FINAL LOCATION AND DETAILS FOR INSTALLATION OF THE

CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER TO 5.

TO COMMENCING CONSTRUCTION OPERATIONS.

DETAILS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD PRIOR

ALL CULVERT LOCATIONS ARE APPROXIMATE. EXACT LOCATION AND 4.

VERTICAL DATUM IS N.A.V.D. 88.3.

SYSTEM.

HORIZONTAL DATUM IS NAD83/2011, MS WEST STATE PLANE COORDINATE 2.

ALL UNITS ARE US SURVEY FOOT.1.

W E

E -2

-B -0

J U

L Y

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

15' 5' 5'

15.5' 0.5'

15' 5' 5'

0.5'15.5'

LANDSIDE

AT 0.49 TONS PER FOOT.

CRUSHED STONE SURFACING PLACED

1V:5H

NET GRADE SHOWN ON PROFILE

RIVERSIDE

EXISTING GRADE

1V :3 .5

CENTERLINE

NEW LEVEE

GROSS GRADE SHOWN ON PROFILE

EXISTING LEVEE

INTO TOE OF NET LEVEE SLOPE.

TIE GROSS LEVEE SLOPE

GROSS

VEE S

ECTIO

VARIA

BLE

SLOPE

PLATE

SETTLEMENT

ADDITION

ROADWAY

SLOPE 1

V:5 .5H

(FOR BENCHING, SEE SHEET C-504).

SEMICOMPACTED EMBANKMENT

CENTERLINE

GROSS LEVEE

CENTERLINE

NET LEVEE

SLOPE

NET LEVEE

TOE OF SLOPE

ROADWAY ADDITION

NEW LEVEE CROWN

CROWN

NEW LEVEE

SLOPE SHALL NOT BE STEEPER THAN 1V:5H.

SUCH THAT A SMOOTH TRANSITION IS FORMED.

NEW LEVEE SLOPE SHALL TIE INTO EXISTING LEVEE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:20 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-301XXX.dgn

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C-301

B U

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SCALE: 1" = 20' 20' 40'0

ITEM 526-L STRADDLE ENLARGEMENT STA. 4855+80.00 TO 4860+50.00

ITEM 526-L LANDSIDE ENLARGEMENT STA. 4854+00.00 TO 4855+80.00

S H

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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E E

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LANDSIDE

AT 0.49 TONS PER FOOT.

CRUSHED STONE SURFACING PLACED

RIVERSIDE

EXISTING GRADE

1V :3 .5

CENTERLINE

NEW LEVEE

GROSS (PAY) SECTION

EXISTING LEVEE

INTO TOE OF NET LEVEE SLOPE.

TIE GROSS LEVEE SLOPE

GROSS

VEE S

ECTIO

VARIA

BLE

SLOPE

INTO TOE OF NET LEVEE SLOPE.

TIE GROSS LEVEE SLOPE

GROSS LEVEE SECTION: VARIABLE SLOPE

PLATE

SETTLEMENT

NET GRADE SHOWN ON PROFILE

GROSS GRADE SHOWN ON PROFILE

SLOPE 1

V:5 .5H

(FOR BENCHING, SEE SHEET C-504).

SEMICOMPACTED EMBANKMENT

(FOR BENCHING, SEE SHEET C-504).

SEMICOMPACTED EMBANKMENT

NET LEVEE SLOPE 1V:5.5H

NEW LEVEE CROWN

CENTERLINE

GROSS LEVEE

CENTERLINE

NET LEVEE

CROWN

NEW LEVEE

ADDITION

ROADWAY

TOE OF SLOPE

ROADWAY ADDITION

SLOPE

NET LEVEE

C-504

15' 5' 5'

15.5' 0.5'

LANDSIDE

AT 0.49 TONS PER FOOT.

CRUSHED STONE SURFACING PLACED

RIVERSIDE

EXISTING GRADE

CENTERLINE

NEW LEVEE

NET LEVEE SECTION

ADDITION

ROADWAY

GROSS (PAY) SECTION

EXISTING LEVEE

GROSS LEVEE SECTION: VARIABLE SLOPE

INTO TOE OF NET LEVEE SLOPE.

TIE GROSS LEVEE SLOPE

PLATE

SETTLEMENT

NET GRADE SHOWN ON PROFILE

GROSS GRADE SHOWN ON PROFILE

AX.

1V:5H

NET LEVEE SLOPE 1V:5.5H

(FOR BENCHING, SEE SHEET C-504).

SEMICOMPACTED EMBANKMENT

1V 5.5

CENTERLINE

NET LEVEE

CENTERLINE

GROSS LEVEE

NEW LEVEE CROWN

CROWN

NEW LEVEE

SLOPE SHALL NOT BE STEEPER THAN 1V:3.5H.

SUCH THAT A SMOOTH TRANSITION IS FORMED.

NEW LEVEE SLOPE SHALL TIE INTO EXISTING LEVEE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:25 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-302XXX.dgn

O N

E M

-L

W A

S H

G T

O N C

O U

N T

P I

T B

K S

B U

R G

P I

K S

B U

R G D

T R

T Y

A L S

E C

N S

C-302

B U

R R

B U

R R

SCALE: 1" = 20' 20' 40'0

S H

E E

T O

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

AS ADVERTISE

ITEM 526-L RIVERSIDE ENLARGEMENT STA. 4860+50.00 TO 4898+00.00

R A

N D

O L P

L E

V E

E D

R A

A G

E S

E C

N W

E -2

-B -0

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

J U

L Y

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

C-504

15'

WIDTH TO BE CLEARED AND GRUBBED FOR SEMICOMPACTED FILL

LANDSIDE RIVERSIDE

EXISTING GRADE

EXISTING LEVEE

LEVEE TOE

LEVEE ENLARGEMENT

ROW LIMIT

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:29 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-303XXX.dgn

R A

N D

O L P

A N

V E

E D

R A

A G

E S

E C

O N

E M

-L

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

W A

S H

G T

O N C

O U

N T

P I

T B

K S

B U

R G

P I

K S

B U

R G D

T R

C-303

B U

R R

B U

R R

AS ADVERTISE

SCALE: 1" = 20' 20' 40'0

S H

E E

T O

C L E

A R

G A

N D G

R U

B B

ITEM-526-L: STRADDLE ENLARGEMENT CLEARING AND GRUBBING DETAILS STA. 4855+80.00 TO STA. 4860+50.00

ITEM-526-L: LANDSIDE ENLARGEMENT CLEARING AND GRUBBING DETAILS STA. 4854+00.00 TO STA. 4855+80.00

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

W E

E -2

-B -0

J U

L Y

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

LANDSIDE RIVERSIDE

LEVEE TOE

EXISTING GRADE

LEVEE ENLARGEMENT

ROW LIMIT

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

LANDSIDE RIVERSIDE

LEVEE TOE

EXISTING GRADE

LEVEE ENLARGEMENT

ROW LIMIT ROW LIMIT

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

WIDTH TO BE CLEARED AND GRUBBED. EXISTING GRASS

SHALL NOT BE REMOVED TO THE EXTENT PRACTICABLE.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:35 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-304XXX.dgn

R A

N D

O L P

A N

V E

E D

R A

A G

E S

E C

O N

E M

-L

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

W A

S H

G T

O N C

O U

N T

P I

W E

E -2

-B -0

T B

K S

B U

R G

P I

K S

B U

R G D

T R

C-304

B U

R R

B U

R R

SCALE: 1" = 20' 20' 40'0

S H

E E

T O

C L E

A R

G A

N D G

R U

B B

ITEM-526-L: RIVERSIDE ENLARGEMENT CLEARING AND GRUBBING DETAILS STA. 4860+50.00 TO STA. 4898+00.00

AS ADVERTISE

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

J U

L Y

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:41 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-305XXX.dgn

R A

N D

O L P

A N

V E

E D

R A

A G

E S

E C

O N

E M

-L

W A

S H

G T

O N C

O U

N T

P I

W E

E -2

-B -0

T B

K S

B U

R G

P I

K S

B U

R G D

T R

B U

R R

B U

R R

ELEVATIONS ARE IN FEET, N.A.V.D. 88 VERTICAL DATUM.3.

CENTERLINE.

CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM ALONG THE NEW LEVEE 2.

STATIONING SHOWN IS NEW LEVEE CENTERLINE STATION.1.

GENERAL NOTES

C-305

C R

O S

S S

E C

N S S

T A

O S

T A .0

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

AS ADVERTISE

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

J U

L Y

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

RIVERSIDELANDSIDE

E L E

V A

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300

4853+50

E L E

V A

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300

4854+00

E L E

V A

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300

4855+00

E L E

V A

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300

4856+00

LEVEE RAMP

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:46 AM 7/9/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 526-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-526L_C-306XXX.dgn

R A

N D

O L P

A N

V E

E D

R A

A G

E S

E C

O N

E M

-L

W A

S H

G T

O N C

O U

N T

P I

W E

E -2

-B -0

T B

K S

B U

R G

P I

K S

B U

R G D

T R

B U

R R

B U

R R

ELEVATIONS ARE IN FEET, N.A.V.D. 88 VERTICAL DATUM.3.

CENTERLINE.

CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM ALONG THE NEW LEVEE 2.

STATIONING SHOWN IS NEW LEVEE CENTERLINE STATION.1.

GENERAL NOTES

C-306

C R

O S

S S

E C

N S

S T

A .0

O S

T A .0

F C /M

T E

B M

R L L E

V E

E E

N L

A R

G E

M E

N T

AS ADVERTISE

W A

L L

A C

E U .S

A R

M Y C

O R

P S

O F E

N G

E E

R S

S A

T P

A U

L D

T R

J U

L Y

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

RIVERSIDELANDSIDE

E L E

V A

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300

4857+00

E L E

V A

0 20 40 60 80 100 120 140 160 180…

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