Attachment 2 - Plans.pdf

STATIONSTA

RIVER MILERM

POINT OF VERTICAL TANGENCYPVT

POINT OF VERTICAL INTERSECTIONPVI

POINT OF VERTICAL CURVATUREPVC

POINT OF TANGENCYPT

POINT OF TRANSITION (INTERSECTIONAL)POT

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NORTH AMERICAN DATUMNAD

FOOTFT

ELEVATIONELEV

DESCRIPTIONITEM

ACRONYMS AND ABBREVIATIONS

PROJECT LOCATION

MAJOR STATION

HORIZONTAL AXIS

MAJOR GRIDLINE

DESIGN ELEVATION*EXISTING ELEVATION*

X#

SCALE: 1"=XX'

PLAN DRAWING TITLE

X#

SCALE: 1"=XX'

PROFILE/SECTION/DETAIL DRAWING TITLE

HORIZONTAL SCALE BAR

VERTICAL SCALE BAR

HORIZONTAL SCALE, TYP

DETAIL IDENTIFIER

HORIZONTAL SCALE BAR

ALIGNMENT AND COORDINATE TABLESC-601

TYPICAL DETAILSC-501

GUIDE STRUCTURE 104.9 - CROSS-SECTIONSC-316

GUIDE STRUCTURE 105.4 - CROSS-SECTIONSC-315

FILL PLACEMENT AREA - SECONDARY CHANNEL - CROSS-SECTIONS 2C-314

FILL PLACEMENT AREA - SECONDARY CHANNEL - CROSS-SECTIONS 1C-313

SECONDARY ENTRANCE PILOT CHANNEL - CROSS-SECTIONS 2C-312

SECONDARY ENTRANCE PILOT CHANNEL - CROSS-SECTIONS 1C-311

FILL PLACEMENT AREA - PRIMARY CHANNEL - CROSS-SECTIONS 2C-310

FILL PLACEMENT AREA - PRIMARY CHANNEL - CROSS-SECTIONS 1C-309

PRIMARY ENTRANCE PILOT CHANNEL - CROSS-SECTIONS 2C-308

PRIMARY ENTRANCE PILOT CHANNEL - CROSS-SECTIONS 1C-307

FILL PLACEMENT AREA - LANDSIDE - CROSS-SECTIONS - LOWER BENCH 2C-306

FILL PLACEMENT AREA - LANDSIDE - CROSS-SECTIONS - LOWER BENCH 1C-305

FILL PLACEMENT AREA - LANDSIDE - CROSS-SECTIONS - UPPER BENCHC-304

OXBOW PILOT CHANNEL - CROSS-SECTIONS 3C-303

OXBOW PILOT CHANNEL - CROSS-SECTIONS 2C-302

OXBOW PILOT CHANNEL - CROSS-SECTIONS 1C-301

FILL PLACEMENT AREA - LANDSIDE - PROFILE - LOWER BENCH C-202

FILL PLACEMENT AREA - LANDSIDE - PROFILE - UPPER BENCHC-201

GUIDE STRUCTURE 104.9 - PLAN AND PROFILEC-114

GUIDE STRUCTURE 105.4 - PLAN AND PROFILEC-113

FILL PLACEMENT AREA - SECONDARY CHANNEL - PLAN AND PROFILEC-112

SECONDARY ENTRANCE PILOT CHANNEL - PLAN AND PROFILE C-111

FILL PLACEMENT AREA - PRIMARY CHANNEL - PLAN AND PROFILE 2C-110

FILL PLACEMENT AREA - PRIMARY CHANNEL - PLAN AND PROFILE 1C-109

PRIMARY ENTRANCE PILOT CHANNEL - PLAN AND PROFILE 2C-108

PRIMARY ENTRANCE PILOT CHANNEL - PLAN AND PROFILE 1C-107

FILL PLACEMENT AREA - LANDSIDE - PLAN 3C-106

FILL PLACEMENT AREA - LANDSIDE - PLAN 2C-105

FILL PLACEMENT AREA - LANDSIDE - PLAN 1C-104

OXBOW PILOT CHANNEL - PLAN AND PROFILE 2C-103

OXBOW PILOT CHANNEL - PLAN AND PROFILE 1C-102

GENERAL SITE PLANC-101

CIVIL

BORING LOG - 18CI-04B-202

BORING LOG - 18CI-02,18-CI-03B-201

SOIL AND ROCK LEGENDB-001

GEOTECHNICAL

STAGING AREASG-102

GENERAL PLANG-101

COVER, INDEX, AND VICINITYG-001

GENERAL

SHEET TITLESHEET NUMBER

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DSPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

KY

M I S S O U R I

IOWA

JEFFERSON CITY

R

UNION

ALTONM

I S S

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I RIVER

UIVR

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MARK TWAIN

LAKE

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WAPPAPELLO

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SAINT LOUIS DISTRICT

MISSISSIPPI RIVER, RANDOLPH COUNTY, ILLINOIS

UPPER MISSISSIPPI RIVER RESTORATION PROGRAM

CRAINS ISLAND HREP

SIDE CHANNEL EXPANSION

W912P9-22-R-XXXX

W912P9-22-R-XXXX

MMM 2023

of Engineers

US Army Corps

A14

VICINITY MAP

SCALE: NTS

NORTH

PLAN

LEGEND

RIVER MILE MARKER

USFWS PROPERTY BOUNDARY

EXISTING LEVEE CENTERLINE

SOIL EXPLORATION LOCATION

SURVEY MARKERS

CONSTRUCTION LIMITS

X-#

PROFILE ANNOTATION

* WHERE CALCULATED

XX' XX'0

TITLEBLOCK ANNOTATION

XX' XX'0XX' XX'0

X-#X-#X-#

© 2023 Microsoft Corporation © 2023 TomTom

SCALED BY NGS FROM TOPOGRAPHIC MAPS.

*NORTHINGS AND EASTINGS PROVIDED FOR NGS CONTROL POINTS WERE

BBBUNKUNKSTABILITY:

FLUSHFLUSHFLUSHINSETINSETPROJECTION:

METAL RODMETAL RODMETAL RODDISKDISKMARKER:

387.2389.4389.9389.21390.16ELEV:

2411975241594524119852415734.462408248.44EASTING:

433825430610433822430945.64436484.81NORTHING:

T 323K 289J 289CI02CI01DESIGNATION:

HB1388*HB1389*HB1390*N/AN/APID:

CONSTRUCTION LIMITS7.

AVAILABLE STAGING AREAS6.

EXISTING LEVEE ALIGNMENT5.

ACCESS ROADS4.

RIVER TRAINING STRUCTURES3.

USFWS PROPERTY BOUNDARY2.

OTHERS)

EXISTING PROJECT FEATURES (CONSTRUCTED BY 1.

SHEET KEYNOTES

GENERAL NOTES

CONTROL.

CONTRACTOR PRIOR TO USE FOR CONSTRUCTION

SHALL BE FIELD-LOCATED AND VERIFIED BY THE

GEODETIC SURVEY (NGS). EXISTING CONTROL POINTS

PROJECT SHALL BE REGISTERED WITH THE NATIONAL

POINTS ESTABLISHED FOR THE COMPLETION OF THIS

RESPONSIBILITY OF THE CONTRACTOR. ANY CONTROL

MAINTENANCE OF SURVEY CONTROL IS THE 10.

WEBSITE AT HTTPS://WATERDATA.USGS.GOV/.

HYDROGRAPHS ARE AVAILABLE FROM THE USGS

OF THE WORKSITE. GAGE INFORMATION AND

07020500, LOCATED APPROXIMATELY 4 MILES UPSTREAM

MISSISSIPPI RIVER GAGE AT CHESTER, GAGE NUMBER

RIVER STAGE INFORMATION IS BASED ON THE 9.

CONTRACTING OFFICER.

UNLESS OTHERWISE DIRECTED IN WRITING BY THE

RESTORED WITH TURF AT THE CONTRACTOR’S EXPENSE

DISTURBED AREAS GRADED TO ORIGINAL CONTOURS AND

ADMINISTRATIVE AREAS SHALL BE REMOVED AND THE

MATERIALS USED TO PAVE ACCESS, STAGING AND

EXTENTS NECESSARY FOR CONSTRUCTION. ANY

ACCESS ROAD CONSTRUCTION SHALL BE LIMITED TO THE

OFFROAD EQUIPMENT TO THE EXTENT PRACTICABLE.

ACCESS WITHIN THE PROJECT AREA SHALL BE BY 8.

TO PRE-CONSTRUCTION CONDITION OR BETTER.

ROADWAYS AND ACCESS ROUTES SHALL BE RESTORED

230 AND PCR 238 (NOT SHOWN). ALL EXISTING

(PCR) 230 OR BY LEVEE ROAD, ACCESSIBLE FROM PCR

ACCESS TO PROJECT AREA IS BY PERRY COUNTY ROAD 7.

WOULD INTERFERE WITH PROJECT FEATURES.

CLEARING LIMITS, EXCEPTING WHERE THE MATERIALS

MATERIALS MAY BE PILED OR WINDROWED ADJACENT TO

WRITING BY THE CONTRACTING OFFICER. CLEARED

CONSTRUCTION, OR EXCAVATION, TYP, AS AGREED TO IN

PERFORMED WHERE NECESSARY FOR ACCESS,

OTHERS. ADDITIONAL CLEARING SHALL ONLY BE

OF CONTRACT FEATURES HAS BEEN COMPLETED BY

EXTENT PRACTICABLE. CLEARING FOR CONSTRUCTION

EXISTING VEGETATION SHALL BE PRESERVED TO THE 6.

THE GOVERNMENT.

PRIOR CONDITION BY THE CONTRACTOR AT NO COST TO

CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO

ANY DAMAGE TO EXISTING FEATURES CAUSED BY

UNLESS SPECIFICALLY INDICATED IN THESE DRAWINGS.

EXISTING PROJECT FEATURES SHALL NOT BE DISTURBED 5.

HTTP://WWW.ILLINOIS1CALL.COM/, 1-800-892-0123.

COORDINATION WITH THE ILLINOIS ONE-CALL SYSTEM,

CONTRACTOR. UTILITY LOCATING SHALL BE DONE IN

UTILITY LOCATIONS ARE THE RESPONSIBILITY OF THE 4.

CONSTRUCTION LIMITS.

COORDINATES. STAGING AREAS ARE INCLUDED WITHIN

SEE SHEET C-601 FOR CONSTRUCTION LIMIT 3.

SURFACE QUANTITIES TO BE VERIFIED IN THE FIELD.

COMPLETED CONTRACTS. EXISTING ELEVATIONS AND

YEARS) AND DESIGN SURFACES FROM EXISTING OR

MERGED WITH AVAILABLE BATHYMETRIC DATA (MULTIPLE

DETECTION AND RANGING (LIDAR) ACQUISITION, AND

EXISTING CONTOURS GENERATED FROM 2012 LIGHT 2.

RESPONSIBILITY OF THE CONTRACTOR.

MAINTENANCE OF SURVEY CONTROL IS THE

OF US SURVEY FEET. ESTABLISHMENT AND

NORTH AMERICAN VERTICAL DATUM (NAVD) 1988, IN UNITS

DATUM (NAD) 1983 STATEPLANE ILLINOIS WEST FIPS 1202,

ALL COORDINATES ARE GIVEN IN THE NORTH AMERICAN 1.

18-CI-02

18-CI-03

18-CI-04

N

1 1

STATE LINE

FLOW

ILLINOIS

MISSOURI

" DIKE 105.2(R) "

" DIKE 105.5(R) "

" DIKE 105.6(R) "

" DIKE 105.7(R) "

" DIKE 105.0(R) "

CI02

CI01

T 323

J 289

K 289

"DIKE 104.7(R)"

"DIKE 104.4(R)"

"CHEVRON 104.4(R)"

"CHEVRON 104.1(R)"

"DIKE 104.0(R)"

"CHEVRON 103.7(R)"

"DIKE 103.5(R)"

"CHEVRON 103.2(R)"

"DIKE 103.0(R)"

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GENERAL PLAN

1"=1000'SCALE: 0 2000'1000'

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STAGING AREAS

CONSTRUCTION LIMITS7.

AVAILABLE STAGING AREAS6.

EXISTING LEVEE ALIGNMENT5.

ACCESS ROADS4.

RIVER TRAINING STRUCTURES3.

USFWS PROPERTY BOUNDARY2.

OTHERS)

EXISTING PROJECT FEATURES (CONSTRUCTED BY 1.

SHEET KEYNOTES

THE GOVERNMENT.

PRIOR CONDITION BY THE CONTRACTOR AT NO COST TO

CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO

ANY DAMAGE TO EXISTING FEATURES CAUSED BY

UNLESS SPECIFICALLY INDICATED IN THESE DRAWINGS.

EXISTING PROJECT FEATURES SHALL NOT BE DISTURBED 3.

TO PRE-CONSTRUCTION CONDITION OR BETTER.

ROADWAYS AND ACCESS ROUTES SHALL BE RESTORED

230 AND PCR 238 (NOT SHOWN). ALL EXISTING

(PCR) 230 OR BY LEVEE ROAD, ACCESSIBLE FROM PCR

ACCESS TO PROJECT AREA IS BY PERRY COUNTY ROAD 2.

CONTRACTING OFFICER.

UNLESS OTHERWISE DIRECTED IN WRITING BY THE

RESTORED WITH TURF AT THE CONTRACTOR’S EXPENSE

DISTURBED AREAS GRADED TO ORIGINAL CONTOURS AND

ADMINISTRATIVE AREAS SHALL BE REMOVED AND THE

MATERIALS USED TO PAVE ACCESS, STAGING AND

EXTENTS NECESSARY FOR CONSTRUCTION. ANY

ACCESS ROAD CONSTRUCTION SHALL BE LIMITED TO THE

OFFROAD EQUIPMENT TO THE EXTENT PRACTICABLE.

ACCESS WITHIN THE PROJECT AREA SHALL BE BY 1.

GENERAL SHEET NOTES

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AND PARKING AREA

SERVICE ACCESS

DRAINAGE CHANNEL

100' 200'0

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SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

So

St vSt

H

M

< 250

250-500

500-1000

1000-2000

2000-4000

> 4000

SYMBOLCONSISTENCY

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

SYMBOLS TO LEFT OF BORING

Denotes location of sample subjected to consolidation test and each

Pressure Test Results

Shown as 5 gals/min at 50 psi 5-50

C

S

R

Q

T

UNCONFINED COMPRESSION TEST

Results of these tests are available for inspection in the U.S. Army Engineer District of the above three types of shear tests

Office, if these symbols appear beside the boring logs on the drawings.

Are natural water content in percent dry weight (FW denotes Free Water) ASTM D 2216

Denotes location of consolidation-undrained triaxial compression test

Denotes location of consolidation test

Denotes location of consolidation-drained direct shear test

Denotes location of unconsolidation-undrained triaxial compression test

Are liquid and plastic limits, respectively - ASTM D 4318

Groundwater surface and date observed

APPLICABLE PUBLICATIONS

U.S. Army Engineer Manual (EM)

EM 1110-2-1906

Engineering and Design, Laboratory

Soils Testing, 30 November 1970

Revised 20 August 1986

American Society for Testing and Materials (ASTM) Standards

ASTM D 2487 Classification of Soils for Engineering Purposes.

ASTM D 1586 Method for Penetration Test and Split-Barrel Sampling of Soils.

ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates.

ASTM D 2166 Test Methods for Unconfined Compressive Strength of Cohesive Soil.

ASTM D 2488 Description and Indentification of Soils (Visual-Manual Procedure).

ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Denotes proposed channel grade

Rock, and Soil-Aggregate Mixtures.

ASTM D 2216 Method for Laboratory Determination of Water (Moisture) Content of Soil, WB- WING BIT

VST-VACCUM SHELBY TUBE (5")

SSS-STANDARD SPLIT SPOON

RB- ROLLER BIT

HSP-HAND SAMPLE PROBE

HSA-HOLLOW STEM AUGER

HDA-HAND AUGER

CPT-CONE PENETROMETER

BKH-BACKHOE

AUG-AUGER

DRILLING AND SAMPLING EQUIPMENT

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

MOTTLED

WHITE

BLUE-GREEN

BLUE

GREEN

GRAYISH-GREEN

GREENISH-GRAY

GRAYISH-BROWN

BROWNISH-GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

T

Y

R

BK

Gr lGr dGr

Br lBr dBr

Gn

Bl

Wh

Mot

B

C

O

P

U

A Angle Core Boring

Bag Samples-Soil-Borings

Core Boring

Observation Boring

Piezometer

LETTER

SYMBOL

DESCRIPTION

MODIFICATION SYMBOL

MODIFICATIONS

Traces

Medium

Fine

Coarse

Rootlets

Lignite fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Sandy

Gravelly

Boulders

Slickensides

Wood

Oxidized

F

M

C

O

CS

SIS

S

G

B

Ox

Wd

SL

slf sds shs lg rt cc

Tr-

Sand strata or lenses

Silt strata or lenses

B.Ca.

vFVery Fine

Began use of casing

B.D.M.

NX Core

Began use of drilling mud

Decomposed Limonite

Concretions

Beginning of

Specified Core Size

Shale fragments

COLOR SYMBOL

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

COLORS

DLC

SYMBOLS TO RIGHT OF BORING

U-LINE :PI=0.9(LL-8)

A-LINE :PI=0.73(LL-20)

CH

CL

80 1000

For classification of fine-grained soils

OH

MH

OL

ML

CL-ML

"U

LI

N E

"A " L

IN

E

Ground Surface Elev. G.S.E.

L.L. - LIQUID LIMIT

P .I

P L

A S

T

IC

IT

Y

I N

D E

X

BRG

GYB

GNG

Gyg

BLG

REDDISH RD

SS

Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.

Reference: ASTM D 2487, Figure 3 per second of undisturbed sample.

per second of sample remolded to the estimated natural void ratio.

GENERAL NOTES :

Calc. Concretions

In parenthesis and not underlined are driving resistance in blows per foot determined split spoon sampler and 350 lb. driving hammer with an 18 " drop.

Water Surface Elev. W.S.E.

When underlined denotes D size in mm - ASTM C 136

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

is finer, and 90% coarser than size D - ASTM C 136.

The D size of a soil is the grain diameter in millimeters of which 10% of the soil

Denotes classification determined by process of drilling, no representativeA

SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.

EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORING WHERE

CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL4.

LEFT OPEN.

LOGS WITH SEASONAL WEATHER CHANGES AND DEPENDING ON THE LENGTH OF TIME THE BORE HOLE IS

VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE

NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE

BORINGS INDICATES THAT NO GROUNDWATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT

ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE 3.

"DIFFERING SITE CONDITIONS."

CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED

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

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS2.

BORING LOCATIONS ARE SHOWN ON SHEET G-100.1.

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

FIGURES TO RIGHT OF BORING

Undisturbed Sample-Soil-Boring

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, gravelly sands

SAND, Poorly-graded, gravelly sands

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

SHELLS

CLEAN

GRAVEL

GRAVEL

WITH FINES

SAND

CLEAN

WITH FINES

SANDS

A

N D

S G

R A

V E

L S

C O

A R

S E

-G R

A

IN

E D

S O

IL

S

SILT AND

CLAYS

SILT AND

CLAYS

F

IN

E -G

R A

IN

E

D S

O

IL

S

HIGHLY ORGANIC SOILS

WOOD

SHELLS

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

(Little or No fines)

(Appreciable Amount of Fines)

(Little or No fines)

(Appreciable Amount of Fines)

MAJOR DIVISION TYPE

LETTER

SYMBOL BOL

SYM

TYPICAL NAMES

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

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 M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n

N o s ie v e s iz e

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

(Liquid Limit > 50)

(Liquid Limit < 50)

GW

GP

GM

GC

SW

SP

SM

SC

UNIFIED SOIL CLASSIFICATION ASTM D 2487

ML

CL

OL

MH

CH

OH

Pt

Wd

Sl

DESCRIPTIVE SYMBOLS

CLASSIFICATION AND

DESCRIPTION OF ROCK

CON

SAN

GRA

CLA

SHA

CEM

COA

LIM

DOL

CHA

CT

CA

GRN

S E

D

IM

E N

T A

R Y

R O

C K

S

GROUP ROCK CLASSIFICATION

SYMBOL

LETTER SYM

BOL

CONGLOMERATE

SANDSTONE

GRAYWACKE

CLAYSTONE OR SILTSTONE

COMPACTION SHALE

CEMENTED SHALE

COAL

LIMESTONE

DOLOMITE

CHALK (OR MARL)

CHERT

CAVITY

GRANITE

PLASTICITY CHART

BORING SUFFIX

" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1

" I.D., 3 " O.D. 2 130 '' drop - ASTM D 1586. In parenthesis and underlined are for a 2

O

IL

A

N D

R O

C K

L E

G E

D

B-001

O T

E C

H N

IC

L

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

E L

E V

A T

IO

N

S I

N F

E E

T N

.A .V

.D

E L

E V

A T

IO

N

S I

N F

E E

T N

.A .V

.D

GRASS COVERED SILT AT SURFACE

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), BROWN, MOIST, VERY SOFT.

FAT CLAY (CH).

FAT CLAY (CH), BROWN, MOIST, SOFT.

FAT CLAY (CH), BROWN, MOIST, VERY SOFT.

SILT (ML), BROWN, WET, VERY SOFT.

SILTY SAND (SM).

SILTY SAND (SM), FINE; BROWN, SATURATED, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, VERY LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE.

SILTY SAND (SM).

SILTY SAND (SM), FINE; BROWN, SATURATED, LOOSE, TRACE ORGANICS.

SILTY SAND (SM), FINE; BROWN, SATURATED, MEDIUM DENSE, TRACE ORGANICS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, LOOSE, WITH COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, SATURATED, VERY DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), FINE TO MEDIUM; ABOUT 8% GRAVEL, FINE; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL, TRACE

ORGANICS.

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), FINE TO MEDIUM; ABOUT 8.3% GRAVEL, FINE; GRAY, SATURATED, VERY DENSE, TRACE COARSE SAND.

SILTY SAND (SM).

SILTY SAND (SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE, TRACE COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM).

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), FINE TO COARSE; ABOUT 37.2% GRAVEL, FINE TO COARSE; GRAY, SATURATED, VERY

DENSE.

LIMESTONE - LIGHT GRAY

262.00

G.S.E. 366.50

0.076

0.086

0.081

0.081

0.115

0.078

0.151

0.184

0.146

0.163

0.173

0.226

0.143

0.095

10 LL DESCRIPTIONSPT D W PL

GRASS COVERED SILT AT SURFACE

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), BROWN, MOIST, VERY SOFT.

LEAN CLAY (CL), BROWN, MOIST, VERY SOFT.

LEAN CLAY (CL) SOFT, MOIST, BROWN, VISUAL CLASSIFICATION

SILT WITH SAND (ML), BROWN, MOIST, VERY LOOSE.

SILTY SAND (SM), FINE; BROWN, MOIST, VERY LOOSE.

SILTY SAND (SM), FINE; BROWN, SATURATED, VERY LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; BROWN, SATURATED, MEDIUM DENSE, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, DENSE, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, DENSE, WITH COARSE SAND.

POORLY GRADED SAND (SP), FINE TO COARSE; ABOUT 14.3% GRAVEL, FINE; GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED GRAVEL WITH SAND (GP).

POORLY GRADED GRAVEL WITH SAND (GP), FINE TO COARSE; ABOUT 47.9% GRAVEL, FINE TO COARSE; GRAY, SATURATED, VERY DENSE.

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM).

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), FINE TO COARSE; ABOUT 17.3% GRAVEL, FINE; GRAY, SATURATED, VERY DENSE.

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), FINE TO COARSE; ABOUT 32% GRAVEL, FINE; GRAY, SATURATED, DENSE.

LIMESTONE - LIGHT GRAY

262.20

100.80

G.S.E. 364.70

REFUSAL

0.086

0.076

0.077

0.119

0.087

0.158

0.079

0.084

0.096

0.085

0.091

0.116

0.223

0.130

0.174

0.222

0.112

0.137

10 LL DESCRIPTIONSPT D W PL

103.50

REFUSAL

05 JUN 18

N 739356.905 E 1031023.392

18-CI-02 18-CI-03

N 737475.449 E 1033555.304

07 JUN 18

B

R

IN

G L

O G

C

I- ,1

-C

I-

B-201

N

S I

D

O T

E C

H N

IC

A

L

WITH THE RIVER LEVEL, AS WELL AS LOCATION THROUGHOUT THE PROJECT SITE.

ELEVATION AT THE TIME OF CONSTRUCTION. GROUND WATER ELEVATION WILL FLUCTUATE

TIMESUBSURFACE INVESTIGATIONS WERE MADE AND DO NOT REPRESENT GROUND WATER

GROUND WATER ELEVATIONS INDICATED BY THE BORING LOG WERE THOSE EXISTING AT THE 1.

NOTES:

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

E L

E V

A T

IO

N

S I

N F

E E

T N

.A .V

.D

E L

E V

A T

IO

N

S I

N F

E E

T N

.A .V

.D

GRASS COVERED SILT AT SURFACE

SILT (ML).

SILT (ML), BROWN, MOIST, VERY SOFT.

FAT CLAY (CH), BROWN, MOIST, VERY SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, WET, VERY SOFT.

SILT (ML).

SILT (ML), BROWN, WET, VERY SOFT, CLAY STRATA OR LENSES.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, VERY LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, LOOSE.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; BROWN, SATURATED, LOOSE.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE; BROWN, SATURATED, LOOSE.

SILTY SAND (SM).

SILTY SAND (SM), FINE; GRAY, SATURATED, VERY LOOSE, TRACE COARSE SAND, TRACE ORGANICS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND, TRACE ORGANICS.

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM), FINE; GRAY, SATURATED, MEDIUM DENSE.

WELL GRADED SAND WITH GRAVEL (SW).

WELL GRADED SAND WITH GRAVEL (SW), FINE TO MEDIUM; ABOUT 18% GRAVEL, FINE; GRAY, SATURATED, DENSE, WITH COARSE SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; ABOUT 6.4% GRAVEL, FINE; GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND.

WELL GRADED SAND WITH SILT (SW-SM).

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM; GRAY, SATURATED, MEDIUM DENSE.

WELL GRADED SAND WITH GRAVEL (SW).

WELL GRADED SAND WITH GRAVEL (SW), FINE TO MEDIUM; ABOUT 17.8% GRAVEL, FINE TO COARSE; GRAY, SATURATED, MEDIUM DENSE, WITH

COARSE SAND.

WELL GRADED SAND WITH GRAVEL (SW), FINE TO MEDIUM; ABOUT 18.2% GRAVEL, FINE; GRAY, SATURATED, DENSE, WITH COARSE SAND.

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM).

WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM), FINE TO MEDIUM; ABOUT 24.4% GRAVEL, FINE TO COARSE; GRAY, SATURATED, DENSE, WITH COARSE SAND.

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM; ABOUT 11.2% GRAVEL, FINE; GRAY, SATURATED, VERY DENSE, WITH COARSE SAND.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; ABOUT 9.4% GRAVEL, FINE; GRAY, SATURATED, VERY DENSE, WITH COARSE SAND.

LIMESTONE - LIGHT GRAY98.00

262.30

0.082

0.083

0.179

0.089

0.163

0.088

0.079

0.083

0.189

0.256

0.143

0.173

0.174

0.115

0.111

0.111

50/4"

REFUSAL

G.S.E. 361.30

10 LL DESCRIPTIONSPT D W PL

18-CI-04

N 735535.616 E 1036096.655

06 JUN 18

B

R

IN

G L

O G

C

I-

B-202

O T

E C

H N

IC

A

L

WITH THE RIVER LEVEL, AS WELL AS LOCATION THROUGHOUT THE PROJECT SITE.

ELEVATION AT THE TIME OF CONSTRUCTION. GROUND WATER ELEVATION WILL FLUCTUATE

TIMESUBSURFACE INVESTIGATIONS WERE MADE AND DO NOT REPRESENT GROUND WATER

GROUND WATER ELEVATIONS INDICATED BY THE BORING LOG WERE THOSE EXISTING AT THE 1.

NOTES:

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

OPERATIONS.

CONTRACTING OFFICER PRIOR TO ANY CLEARING

CONTRACTOR AND INSPECTED AND APPROVED BY THE

ADDITIONAL AREAS SHALL BE MARKED BY THE

KNOWN TO REQUIRE CLEARING ARE SHOWN. ANY

COMPLETED BY OTHERS AS PART OF STAGE 1. AREAS

THE MAJORITY OF ALL TREE CLEARING WORK HAS BEEN 4.

SHOWN IN G-102.

ACCESS TO SITE IS SHOWN IN G-101. STAGING AREAS ARE 3.

SHEET C-601.

CONSTRUCTION LIMIT COORDINATES ARE PROVIDED ON 2.

HAVE CHANGED SINCE ACQUISITION.

IMAGERY FROM USDA NAIP 2022. SITE CONDITIONS MAY 1.

GENERAL SHEET NOTES

N

1A

1B

1B

1C

1C 1C

1C

1C

1C 1D

1D

2B

2B 2B

3A

3A 3B

3B

BOIS BRULE LEVEE

MISSISSIPPI RIVERFLOW

C-102

C-104C-105

C-106

C-114

C-113

C-107

C-108

C-109

C-110

C-111

C-112

3C

3C

1A

2A

1C

2A

C-103 1A

A1

GENERAL SITE PLAN

1"=500'SCALE: 0 500' 1000'

G E

N E

R A

L S

IT

E

P L

C-101

C

IV

IL

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

IN ACCORDANCE WITH SPECIFICATIONS.

STRIP PILOT CHANNEL FOOTPRINT PRIOR TO EXCAVATION 3.

PRIMARY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

0.00'E = 0.86'T = 1.72'L = 0°15'31.11"Δ = 15°4'40.21"D = 380.00'R =

25+28.06PI STA =

2,416,236.53E 432,740.29N

.2

S

T

.9

S

.8

S

T

M A T

C H

L

IN

E C -1

2A

2A

24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 310 310

320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

.8

.7

.7

.2

.0

.5

.0

.7

.4

.5

.9

.0

.0

.5

.1

.2

.5

.8

.2

.1

.1

.1

.1

.1

.1

.1

.1

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

BOTTOM OF CUT

EXISTING GRADE

APPROX GRADE 0.00013

(NOT FOR CONSTRUCTION)

IDEALIZED CHANNEL BOTTOM

EDGE OF CUT

337.17 EL

26+30.09 STA

350.36 EL

26+03.31 STA

H1

PLAN

1"=40'SCALE:

A1

PROFILE

1"=40'SCALE:

0 80'

10' 20'0 40' 80'0

O X

B O

W P

IL

O

T C

H A

N N

E L

P L A

N A

N D

P R

O F

IL

E

C-102

VERTICAL EXAGGERATION 4:1

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

IN ACCORDANCE WITH SPECIFICATIONS.

STRIP PILOT CHANNEL FOOTPRINT PRIOR TO EXCAVATION 3.

PRIMARY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

.8

S

T

M A T

C H

L

IN

E C -1

1C

2A

2A

FILL TO REMAIN

APPROX. EXISTING STONE

32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 310 310

320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

.2

.1

.4

.3

.7

.7

.4

.7

.4

.0

.7

.2

.6

.9

.3

.3

.7

.1

.4

.6

.2

.2

.2

.2

.2

.2

.2

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

APPROX GRADE 0.00013

STONE FILL TO REMAIN

APPROX. EXISTING

BOTTOM OF CUT

EXISTING GRADE

EDGE OF CUT

(NOT FOR CONSTRUCTION)

IDEALIZED CHANNEL BOTTOM

354.53 EL

38+54.39 STA

337.33 EL

38+20.02 STA

1C

H1

PLAN

1"=40'SCALE:

A1

PROFILE

1"=40'SCALE:

0 80'

10' 20'0 40' 80'0

O X

B O

W P

IL

O

T C

H A

N N

E L

P L A

N A

N D

P R

O F

IL

E

C-103

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

AS DIRECTED BY THE CONTRACTING OFFICER.

THEN PILED AND/OR WINDROWED ON COMPLETED FILLS

PLACEMENT AREAS MAY BE STOCKPILED TEMPORARILY,

VEGETATION CLEARED FOR ESTABLISHMENT OF FILL 5.

SHOWN.

SPECIFICATIONS. APPROX. CLEARING LIMITS ARE

PRIOR TO EXCAVATION IN ACCORDANCE WITH

STRIP OR CLEAR FILL PLACEMENT AREA FOOTPRINT 4.

OFFICER.

UNLESS APPROVED IN WRITING BY THE CONTRACTING

IN ACCORDANCE WITH THE GRADES AND SLOPES SHOWN,

CONTAINED WITHIN THE EXTENTS SHOWN, AND GRADED

CONTRACTOR SHALL ENSURE THAT ALL FILL MATERIAL IS

AVAILABLE FROM DESIGNATED EXCAVATION SITES, THE

OPERATIONS. SHOULD MORE OR LESS MATERIAL BE

SHOWN REPRESENT AN APPROXIMATE EXTENT OF FILL

THE ELEVATIONS AND EXTENTS OF FILL PLACEMENT 3.

RESPECTIVELY.

AND FILL PLACEMENT AREA - LANDSIDE, LOWER,"

ALIGNMENTS “FILL PLACEMENT AREA - LANDSIDE, UPPER"

FILL PLACEMENT AREAS ARE CONTROLLED BY 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

0+

1+

2+

3+

4+

1.62'E = 12.82'T = 25.10'L = 28°46'0.34"Δ = 114°35'29.61"D = 50.00'R =

4+94.64PI STA =

2,413,069.38E 434,089.60N

4+ 81.82

TA

C5

.9

S

2,412,873.41

434,543.76

0+ 00.00

B

M A

T C

H L

IN

E C

-1

1C

1D

2B

3C

(BY OTHERS)

SEDIMENT DEFLECTION BERM ALIGNMENT 1A

SEE NOTE 2

LIMITS

APPROX. CLEARING

LIMITS

APPROX. CLEARING

CLEARING LIMITS (TYP)

TREES OUTSIDE OF

PREVENT DAMAGE TO

A1

SPOIL - LAND PLACEMENT - PLAN 1

1"=100'SCALE: 100' 200'0

F

IL

L P

L A

C E

M E

N T

A R

E A

L

A N

D S

ID

E

P L A

C-104

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

AS DIRECTED BY THE CONTRACTING OFFICER.

THEN PILED AND/OR WINDROWED ON COMPLETED FILLS

PLACEMENT AREAS MAY BE STOCKPILED TEMPORARILY,

VEGETATION CLEARED FOR ESTABLISHMENT OF FILL 5.

SHOWN.

SPECIFICATIONS. APPROX. CLEARING LIMITS ARE

PRIOR TO EXCAVATION IN ACCORDANCE WITH

STRIP OR CLEAR FILL PLACEMENT AREA FOOTPRINT 4.

OFFICER.

UNLESS APPROVED IN WRITING BY THE CONTRACTING

IN ACCORDANCE WITH THE GRADES AND SLOPES SHOWN,

CONTAINED WITHIN THE EXTENTS SHOWN, AND GRADED

CONTRACTOR SHALL ENSURE THAT ALL FILL MATERIAL IS

AVAILABLE FROM DESIGNATED EXCAVATION SITES, THE

OPERATIONS. SHOULD MORE OR LESS MATERIAL BE

SHOWN REPRESENT AN APPROXIMATE EXTENT OF FILL

THE ELEVATIONS AND EXTENTS OF FILL PLACEMENT 3.

RESPECTIVELY.

AND FILL PLACEMENT AREA - LANDSIDE, LOWER,"

ALIGNMENTS “FILL PLACEMENT AREA - LANDSIDE, UPPER"

FILL PLACEMENT AREAS ARE CONTROLLED BY 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

22+00

23+00

24+00

3.90'E = 20.14'T = 38.29'L = 43°52'24.63"Δ = 114°35'29.61"D = 50.00'R =

21+17.87PI STA =

2,414,350.79E 433,092.29N

.7

S

21+36.02

STA

PT

2,414,692.72

E 433,128.11

N 24+59.68

STA

PO

E

0+00

1+00

2+00

3+00

4+00

5+00 6

13+

14+00

15+00

16+00

6.02'E = 25.26'T = 46.78'L = 53°36'33.43"Δ = 114°35'29.61"D = 50.00'R =

5+60.44PI STA =

2,414,959.76E 432,333.23N

15.37'E = 42.11'T = 69.99'L = 80°12'9.05"Δ = 114°35'29.61"D = 50.00'R =

13+15.38PI STA =

2,415,558.48E 431,867.25N

15.37'E = 42.11'T = 69.99'L = 80°12'9.05"Δ = 114°35'29.61"D = 50.00'R =

16+66.48PI STA =

2,415,828.64E 432,113.16N

5+35.17

STA PC

.9

S

.2

S

13+43.26

STA

PT

16+24.38

STA

PC

.3

S

2,414,974.45

E 432,893.47

N

0+00.00

STA POB

M A

T C

H L

IN

E C

-1

M A T

C H

L

IN

E C -1

2A

1C

1A

2B

2B

2A

(BY OTHERS)

SEDIMENT DEFLECTION BERM ALIGNMENT

LIMITS

APPROX. CLEARING

SEE NOTE 2

SEE NOTE 2

CLEARING LIMITS (TYP)

TREES OUTSIDE OF

PREVENT DAMAGE TO

A1

SPOIL - LAND PLACEMENT - PLAN 2

1"=100'SCALE: 100' 200'0

F

IL

L P

L A

C E

M E

N T

A R

E A

L

A N

D S

ID

E

P L A

C-105

1B

1C

2B

(BY OTHERS)

SEDIMENT DEFLECTION BERM ALIGNMENT

1A

SEE NOTE 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

AS DIRECTED BY THE CONTRACTING OFFICER.

THEN PILED AND/OR WINDROWED ON COMPLETED FILLS

PLACEMENT AREAS MAY BE STOCKPILED TEMPORARILY,

VEGETATION CLEARED FOR ESTABLISHMENT OF FILL 5.

SHOWN.

SPECIFICATIONS. APPROX. CLEARING LIMITS ARE

PRIOR TO EXCAVATION IN ACCORDANCE WITH

STRIP OR CLEAR FILL PLACEMENT AREA FOOTPRINT 4.

OFFICER.

UNLESS APPROVED IN WRITING BY THE CONTRACTING

IN ACCORDANCE WITH THE GRADES AND SLOPES SHOWN,

CONTAINED WITHIN THE EXTENTS SHOWN, AND GRADED

CONTRACTOR SHALL ENSURE THAT ALL FILL MATERIAL IS

AVAILABLE FROM DESIGNATED EXCAVATION SITES, THE

OPERATIONS. SHOULD MORE OR LESS MATERIAL BE

SHOWN REPRESENT AN APPROXIMATE EXTENT OF FILL

THE ELEVATIONS AND EXTENTS OF FILL PLACEMENT 3.

RESPECTIVELY.

AND FILL PLACEMENT AREA - LANDSIDE, LOWER,"

ALIGNMENTS “FILL PLACEMENT AREA - LANDSIDE, UPPER"

FILL PLACEMENT AREAS ARE CONTROLLED BY 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

14.68'E = 122.05'T = 239.41'L = 27°26'5.10"Δ = 11°27'32.96"D = 500.00'R =

128+16.60PI STA =

2,417,175.09E 431,242.64N

.5

S

.9

S

,4

,3

.8

,7

.1

.0

S

E

33+

.3

S

.2

S

32+ 48.33

2,417,195.70

431,113.71

33+

56.01

E

M A T

C H

L

IN

E C -1

A1

SPOIL - LAND PLACEMENT - PLAN 3

1"=100'SCALE: 100' 200'0

F

IL

L P

L A

C E

M E

N T

A R

E A

L

A N

D S

ID

E

P L A

C-106

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

IN ACCORDANCE WITH SPECIFICATIONS.

STRIP PILOT CHANNEL FOOTPRINT PRIOR TO EXCAVATION 3.

PRIMARY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

13.37'E = 146.87'T = 290.51'L = 20°48'23.57"Δ = 7°9'43.10"D = 800.00'R =

87+33.65PI STA =

2,411,122.64E 436,182.21N

.2

S

.8

S

3B

3A

3C

1C

1D

1D

M A T

C H L

IN

E C -1

87+20 87+60 88+00 88+40 88+80 89+20 89+60 90+00 90+40 90+80 91+20 91+60 92+00 92+40 92+80 93+20 93+60 94+00 94+40 310 310

320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

.3

.2

.3

.6

.6

.5

.1

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.9

.9

.9

.9

.9

.9

.9

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

349.98 EL

88+77.42 STA

APPROX GRADE 0.00013

BOTTOM OF CUT

IDEALIZED CHANNEL BOTTOM (NOT FOR CONSTRUCTION)

1D

1C

APPROX GRADE 0.00013

EXISTING GRADE

H1

PLAN

1"=40'SCALE:

A1

PROFILE

1"=40'SCALE:

0 80'

10' 20'0 40' 80'0

R

IM

A

R Y

E N

T R

A N

C E

P

IL

O T

C H

A N

N E

L P

L A

N A

N D

P R

O F

IL

C-107

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

IN ACCORDANCE WITH SPECIFICATIONS.

STRIP PILOT CHANNEL FOOTPRINT PRIOR TO EXCAVATION 3.

PRIMARY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

.5

S

1D

1D

1C

3A

M A T

C H L

IN

E C -1

94+80 95+20 95+60 96+00 96+40 96+80 97+20 97+60 98+00 98+40 98+80 99+20 99+60 100+00 100+40 100+80 101+20 101+60 102+00 310 310

320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.4

.2

.1

.0

.0

.0

.0

.0

.0

.0

.0

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

350.17 EL

101+70.04 STA

BOTTOM OF CUT

(NOT FOR CONSTRUCTION)

IDEALIZED CHANNEL BOTTOM

EXISTING GRADE 1D

1D

APPROX GRADE 0.00013

APPROX GRADE 0.00013

H1

PLAN

1"=40'SCALE:

A1

PROFILE

1"=40'SCALE:

0 80'

10' 20'0 40' 80'0

P R

IM

A

R Y

E N

T R

A N

C E

P

IL

O T

C H

A N

N E

L P

L A

N A

N D

P R

O F

IL

C-108

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

INTO THE FILL.

AREAS MAY REMAIN IN PLACE AND BE INCORPORATED

WOODY DEBRIS PRESENT WITHIN THE FILL PLACEMENT 5.

OFFICER.

UNLESS APPROVED IN WRITING BY THE CONTRACTING

IN ACCORDANCE WITH THE GRADES AND SLOPES SHOWN,

CONTAINED WITHIN THE EXTENTS SHOWN, AND GRADED

CONTRACTOR SHALL ENSURE THAT ALL FILL MATERIAL IS

AVAILABLE FROM DESIGNATED EXCAVATION SITES, THE

OPERATIONS. SHOULD MORE OR LESS MATERIAL BE

SHOWN REPRESENT AN APPROXIMATE EXTENT OF FILL

THE ELEVATIONS AND EXTENTS OF FILL PLACEMENT 4.

CHANNEL.

SPOIL FILL SLOPE FOLLOWS BANK OF IDEALIZED 3.

PRIMARY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

0 6

8+

9.43'E = 106.79'T = 211.37'L = 20°11'2.87"Δ = 9°32'57.47"D = 600.00'R =

4+28.96PI STA =

2,410,387.63E 436,614.68N

14.14'E = 119.77'T = 235.10'L = 26°56'26.52"Δ = 11°27'32.96"D = 500.00'R =

7+44.80PI STA =

2,410,175.50E 436,851.66N

.1

S

.5

S

.0

S

,4

,7

.4

,4

.4

.0

S

B

1A

3A

3B

SEE NOTES 1 AND 3

SPOIL FILL SLOPE CONTROL LINE.

M A T

C H L

IN

E C -1

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

400 400

.9

.7

.5

.7

.2

.3

.6

.7

.2

.2

.5

.0

.6

.8

.8

.7

.6

0.00%GRADE =

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

EDGE OF FILL

TOP OF FILL

EXISTING GRADE

369.00 EL

1+16.32 STA

356.92 EL

0+24.34 STA

H1

PLAN 1

1"=50'SCALE:

A1

PROFILE 1

1"=50'SCALE: 10' 20'0 50' 100'0

50' 100'0

F

L P

L A

C E

M E

N T

A R

E A

P

R

IM

A R

Y C

H A

N N

E L

P L

A N

A N

D P

R O

F

IL

C-109

VERTICAL EXAGGERATION 5:1

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

INTO THE FILL.

AREAS MAY REMAIN IN PLACE AND BE INCORPORATED

WOODY DEBRIS PRESENT WITHIN THE FILL PLACEMENT 4.

OFFICER.

UNLESS APPROVED IN WRITING BY THE CONTRACTING

IN ACCORDANCE WITH THE GRADES AND SLOPES SHOWN,

CONTAINED WITHIN THE EXTENTS SHOWN, AND GRADED

CONTRACTOR SHALL ENSURE THAT ALL FILL MATERIAL IS

AVAILABLE FROM DESIGNATED EXCAVATION SITES, THE

OPERATIONS. SHOULD MORE OR LESS MATERIAL BE

SHOWN REPRESENT AN APPROXIMATE EXTENT OF FILL

THE ELEVATIONS AND EXTENTS OF FILL PLACEMENT 3.

“FILL PLACEMENT AREA - PRIMARY CHANNEL."

FILL PLACEMENT AREA IS CONTROLLED BY ALIGNMENT 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

12.69'E = 159.80'T = 316.91'L = 18°9'27.65"Δ = 5°43'46.48"D = 1,000.00'R =

12+02.22PI STA =

2,410,056.80E 437,297.99N

.1

S

.4

S

.3

S

,4

,0

.3

E

,8

.0

.4

S

E

BERM CENTERLINE

SEDIMENT DEFLECTION

1A

3B

M A T

C H L

IN

E C -1

8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 320 320

330 330

340 340

350 350

360 360

370 370

380 380

390 390

400 400

.8

.6

.7

.2

.7

.3

.4

.2

.0

.0

.8

.0

.2

.6

.4

.7

.5

.4

-33.33%

G R

A D

.0

E

L E

V

.8

P V

I S

0K -33.33%G2 0.00%G1

10.00'L

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.9

.2

TOP OF FILL

EXISTING GRADE

359.69 EL

16+06.73 STA

H1

PLAN 2

1"=50'SCALE:

A1

PROFILE 2

1"=50'SCALE: 10' 20'0 50' 100'0

50' 100'0

F

IL

L P

L A

C E

M E

N T

A R

E A

P

R

IM

A R

Y C

H A

N N

E L

P L

A N

A N

D P

R O

F

IL

C-110

VERTICAL EXAGGERATION 5:1

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

J L

E F

F P

E

J L

E F

F P

E

M

H A

N K

S

P E

L

V E

N H

A U

S

S

IS

S

IP

P I

R

IV

E R

R

A N

D O

L P

H C

O U

N T

Y

IL

L

IN

O

IS

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R R

E S

T O

R A

T

IO

N P

R O

G R

A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

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R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

IN ACCORDANCE WITH SPECIFICATIONS.

STRIP PILOT CHANNEL FOOTPRINT PRIOR TO EXCAVATION 3.

SECONDARY ENTRY CHANNEL ALIGNMENT.”

PILOT CHANNEL EXCAVATION FOLLOWS “SIDE CHANNEL 2.

SEE SHEET C-601 FOR ALIGNMENT DATA. 1.

GENERAL SHEET NOTES

N

0 7 0 7 0 7

7.37'E = 86.14'T = 170.61'L = 19°32'59.83"Δ = 11°27'32.96"D = 500.00'R =

73+93.28PI STA =

2,413,165.84E 435,894.38N

.1

S

.7

S

1D

1D

3B

1C

3A

69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+80 73+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 300 300

310 310

320 320

330 330

340 340

350 350

360 360

370 370

380 380

.7

.8

.7

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.6

.4

.3

.1

.0

.0

.3

.7

.7

.7

.7

.7

.7

.7

.7

.7

.7

.7

.7

.8

.8

.8

.8

.8

.8

.8

.8

349.74 EL

70+04.39 STA

349.81 EL

75+63.19 STA

APPROX GRADE 0.00014

APPROX GRADE 0.00014

APPROX GRADE 0.00014

APPROX GRADE 0.00014

EXISTING GRADE 1D

(NOT FOR CONSTRUCTION)

IDEALIZED CHANNEL BOTTOM

BOTTOM OF CUT

H1

PLAN

1"=40'SCALE:

A1

PROFILE

1"=40'SCALE:

0 80'

10' 20'0 40' 80'0

S E

C O

N D

A R

Y E

N T

R A

N C

E P

IL

O

T C

H A

N N

E L

P L

A N

A N

D P

R O

F

C-111

3.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

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N O

S O

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IC

IT

A

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IS

S

U E

D A

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S I Z

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M A

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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E

J L

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S

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L

IN

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IS

S

IS

S

IP

P

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T O

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N P

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A M

C R

A

IN

S I

S L

A N

D H

R E

P

S

ID

E C

H A

N N

E L

E X

P A

N S

IO

N

S A

IN

T

L O

U

IS

D

IS

T R

IC

T

S P

R U

C E

S T

R E

E T

S A

IN

T

L O

U

IS

M

IS

S

O U

R I

P

-2

-R -X

X X

X

W

P

-2

-R -X

X X

X

M M

M

A N

S I

D

SHEET KEYNOTES

CONSTRUCTION LIMITS4.

STONE GUIDE STRUCTUREC.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (OPTION) 3.

FILL PLACEMENT AREAB.

PILOT CHANNEL (EXPANDED)A.

CURRENT CONTRACT FEATURE (BASE CONTRACT)2.

PILOT CHANNEL (INITIAL)D.

RIVER STRUCTURE REMOVALC.

WETLANDB.

SEDIMENT DEFLECTION BERMA.

EXISTING PROJECT FEATURES (CONSTRUCTED BY OTHERS)1.

INT…