A07D-PLANS_20170613-Part_1_of_2.pdf

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G-001 fiof Engineers

US Army Corps of Engineers

US Army Corps

Memphis District fiof Engineers

US Army Corps of Engineers

US Army Corps

Memphis District

Solicitation: W912EQ-XX-X-XXXX

APPROVED BY:

MENDATION OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOM-

MENT AS REQUIRED BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOY-

APPEAR ON THESE PROJECT DOCUMENTS

TRATION DESIGNATIONS OF INDIVIDUALS

THE INITIALS OR SIGNATURES AND REGIS-

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE

CHIEF ENGR & CONST DIVISION

MISSISSIPPI RIVER LEVEES - MAINTENANCE

V E

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APRIL 2017

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PR&C: W38XGR71045315

MOUND CITY, ILLINOIS

MOUND CITY SOUTH - CULVERT

REPLACEMENT

FOR SOLICITATION

PROJECT LOCATION

PROJECT LOCATION

BORROW PIT

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CRITTENDEN

MISSISSIPPI

ST. FRANCIS

CRAIGHEAD

POINSETT

CROSS

LEE

GREENE

CLAYRANDOLPH

LAWRENCE

SHARP

FULTON

IZARD

BAXTER

STONE

INDEPENDENCE

CLEBURNE

FAULKNER

WHITE

WOODRUFF

JACKSON

DREW

LONOKE

PULASKI

ARKANSAS

JEFFERSON

MONROE

PHILLIPS

CLEVELAND

LINCOLN

DESHA

LEE

DE SOTO

MARSHALL

BENTON

TIPPAH

ALCORN

PRENTISS

UNION

TATE

TUNICA

PANOLA

COAHOMA

QUITMAN

TALLAHATCHIE

BOLIVAR

GRENADA

YALOBUSHA CALHOUN

LAFAYETTE

PONTOTOC

CHICKASAW

MONROE

ITAWAMBA

LEFLORE

CLAY

WEBSTER

CARROLL

S U

N F

L O

W E

R

LOWNDESGOMERY

MONT-

LAKE

OBION

WEAKLEY HENRY

DYER GIBSON

CARROLL

B E

N T

O N

LAUDERDALE

HAYWOOD

CROCKETT

MADISON

HENDERSON

SHELBY

FAYETTE

HARDEMAN

CHESTER

MC NAIRY

D E

C A

T U

R

HARDIN

TIPTON

FULTON

HICKMAN

CARLISLE

BALLARD

M

C CRACK

EN

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NL

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IN

G S T

O N

GRAVES

MARSHALL

LYON

CALLOWAY

MISSISSIPPI

WRIGHT

TEXAS

SHANNON

DOUGLAS

OZARK

HOWELL

OREGON

CARTER

REYNOLDS

C R

A W

F O R

D

WAYNE

MADISON

GIRARDEAU

CAPE

ROLLINGER

SCOTT

STODDARD

BUTLER

RIPLEY

MADRID

NEW

PEMISCOT

DUNKLIN

UNION

ALEXANDER PULASKI

MASSAC

POPEJOHNSON

PRAIRIE

Fordyce

Sheridan

Rison Star City

Monticello Arkansas City

De Witt

Helena

Marianna De Valls BluffDe Valls Bluff

ClarendonClarendon

Forrest City

Des Arc

Jacksonville

Conway

Searcy

Heber Springs

Clinton

Mountain View

Melbourne

Batesville

Augusta

Ash Flat

Salem

Newport

Walnut Ridge

Pocahontas

Corning Piggott

Paragould

Lake CityJonesboro

Osceola

Wynne

Marion

Memphis West

Stuttgart

Lonoke

Pine Bluff

Warren

Blytheville

Kennett

Carutherville

Jackson

Charleston

New Madid

Bloomfield

Marble Hill

Benton

Girardeau Cape

Poplar Buff

Doniphan

Greenville

Van Buren

Eminence

AltonWest Plains

Houston

GainesvilleGainesville

Centerville

Dyersburg

Ripley

Covington

Brownsville

Alamo

Trenton

Dresden

Union City

Paris

Huntington

Camden

Lexington

Decaturville

Benton

Wickliffe

Bardwell

Hickman

Mayfield

Paducah

Murray

Eddyville

Smithland

Marion

Tiptonville

Cairo

Mound City

Vienna

Metropolis

Golconda

Somerville Bolivar

Selmer

Savannah

Henderson

Jackson

Hernando

Senatobia

Holly Springs

Ashland

Ripley

Corinth

Iuka

Booneville

New Albany

Fulton

Tupelo PontotocPontotoc

Oxford

Batesville

Sardis

Tunica

MarksMarks

Charleston

Summer

Clarksdale

Grenada

Water Valley

Coffeeville

Pittsboro

Houston

Okolona

AberdeenRosedale

Cleveland

Walthall

Memphis

Earle

Parkin

Rock Little

T

IS

H O

M

IN

G O

Harrisburg

Home Mountain

Norfork Lake

Lake Greers Ferry

Conway Lake

Lake Peckerwood

Lake Arkabutla

Sardis Lake

Enid Lake

Grenada Lake

Lake Pickwick

Lake Reelfoot

Lake Kentucky

Lake Wappapello

Lake Horseshoe

Lake Porter

MISSOURI

ARKANSAS

TENNESSEE

KENTUCKY

TENNESSEE

MISSISSIPPI

M

IS

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S

IP

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MISSOURI

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ILLINOIS

KENTUCKY

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70A

45W

45E

79U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

PROJECT LOCATION MAP

VICINITY MAP

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U .S . H

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CAIRO, IL

B E

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ID

G E R

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SEARS AND ROEBUCK RD

REDMAN RD

STATE H

W

Y 37

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PL 354-05 LN

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2 MILE1 MILE0

01020304050 50 MILES

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U .S

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US Army Corps a u t o t im e

ID

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CB

GENERAL NOTES:

DESCRIPTION

MARKS

BENCH

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ABBREVIATIONS

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BOTTOM

CAST IRON PIPE

CONCRETE

DIAMETER

BOT

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

CENTER LINE

CONC

DIA

EJ

EL

EW

FF

GALV

IF

MISC

OF

NO

OC

SPEC

T&B

UNO

UNGD

FES FLARED END SECTION

WIDTHW

RIVERWARDR/W

LONG

LANDWARDL/W

LG

GENERAL LEGEND

MANHOLE

CATCHBASIN FILL

CUT

SHEETPILE

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

STORM SEWER

EXISTING

EASEMENT

CONSTRUCTION

PIPE

EXISTING CULVERT

CL

EME EXCAVATED MATERIAL

EMBANKMENT

CMP CORRUGATED METAL PIPE

ELEVATION

NTS NOT TO SCALE

CSP CORRUGATED STEEL PIPE

TABULATION OF BENCHMARKS: VERTICAL CONTROL

A

99/999

99/999

A

A

LEVEE CENTERLINE

99/999

HT HEIGHT

RIVERSIDERS

MH

PROJECT BASELINE

TREE

MOUND CITY CULVERT REPLACEMENT

LATIN 1960

U.S. SURVEY FOOT

NAVD88

ELEV.:330.74

JMA1011702 2016

U.S. SURVEY FOOT

NAVD88

ELEV.:335.81

U.S. SURVEY FOOT

NAVD88

ELEV.:330.59

SG 963.2R 1992

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G-003G-003

RIGHT-OR-WAY

STRAW WATTLE

�LATIN 1960�.

WITNESS POST. THE MARK IS A STANDARD USC&GS BRASS CAP STAMPED

WHERE THE LEVEE HITS THE BLACK TOP, AND 1.3 FEET SOUTH OF A CARSONITE

NORTHWEST OF CENTER OF MANHOLE COVER AT THE EDGE OF THE HIGHWAY

HIGHWAY, 10 FEET NORTHEAST OF THE CENTERLINE OF THE LEVEE, 106.1 FEET

THE LEVEE. THE MARK IS 76.2 FEET WEST OF THE CENTERLINE OF THE

OF A 30 CM SQUARE CONCRETE POST, SET FLUSH, JUST BELOW THE LEVEL OF

GRASS LEVEE AND THE STATION ON THE LEFT. THE STATION IS SET IN THE TOP

AND HIGHWAY 37. TURN LEFT (NORTH) ON HIGHWAY 51 FOR 2.7 MILES TO THE

SOUTHEAST ON HIGHWAY 3 FOR 0.85 MILES TO JUNCTION WITH HIGHWAY 51

57 AND STATE HIGHWAY 3 (EXIT 1), ABOUT 3.1 MILES NORTHWEST OF CAIRO, GO

HIGHWAY 37. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY

CITY AND 0.7 MILES SOUTH OF THE JUNCTION OF US HIGHWAY 51 AND STATE

2.5 MILES SOUTH-SOUTHEAST OF MOUNDS, 1.5 MILES SOUTHWEST OF MOUNDS

THE STATION IS LOCATED 3.5 MILES NORTH OF THE NORTH EDGE OF CAIRO, IL,

LAT: 37°04’38" LONG: 89°11’09" (FOR REFERENCE ONLY)

FOUND MEMPHIS GRID POINT

ALUMINUM CAP STAMPED �JMA1011702 2016�.

AND 1.4 FEET BELOW GROUND. THE MARK IS A STANDARD MEMPHIS DISTRICT

OF THE GRAVEL LEVEE, 400 FEET NORTH OF THE SOUTH PUMPING STATION

ON THE LANDSIDE OF THE LEVEE. THE MARK IS 6.2 FEET WEST OF THE EDGE

LEVEE ROAD. PROCEED SOUTH ON LEVEE ROAD FOR 0.3 MILES TO THE MARK

0.1 MILES TO OHIO STREET. PROCEED ON OHIO STREET FOR 0.1 MILES TO

MOUND CITY POST OFFICE TRAVEL NORTH ON HIGHWAY 37 (MAIN STREET) FOR

THE MARK IS LOCATED IN MOUND CITY, IL. TO REACH THE MARK FROM THE

LAT: 37°04’55" LONG: 89°09’44" (FOR REFERENCE ONLY)

SET TYPE F MONUMENT

SET INSIDE AN ACCESS COVER, STAMPED �SG 963.2R 1992�.

WITNESS POST. THE MARK IS A STANDARD MEMPHIS DISTRICT ALUMINUM CAP

EAST OF THE CENTERLINE OF THE LEVEE AND 1.0 FOOT EAST OF A CARSONITE

ON THE RIVERSIDE OF THE LEVEE. THE MARK IS APPROXIMATELY 15 FEET

LEVEE ROAD. PROCEED SOUTH ON LEVEE ROAD FOR 0.45 MILES TO THE MARK

0.1 MILES TO OHIO STREET. PROCEED ON OHIO STREET FOR 0.1 MILES TO

MOUND CITY POST OFFICE TRAVEL NORTH ON HIGHWAY 37 (MAIN STREET) FOR

THE MARK IS LOCATED IN MOUND CITY, IL. TO REACH THE MARK FROM THE

LAT: 37°04’47" LONG: 89°09’49" (FOR REFERENCE ONLY)

FOUND MEMPHIS GRID POINT

CIP

DITCH FLOWLINE

IMPERVIOUS FILL

PERVIOUS FILL

RIPRAP

RESTRICTED AREA

NST NOT STEEPER THAN

HATCH LEGEND

SAND

GROUT

SPECIAL-PURPOSE AREA

BEDDING MATERIAL

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DEMOLITION

BORING

SILT FENCE

ADM ARCHER DANIELS MIDLAND CO.

CONTROL POINT

BENCHMARK18. CONCRETE WASHOUT PERMITTED IN DISPOSAL AREA. SEE SHEET C-102.

OFFICER PRIOR TO INSTALLATION.

BE BUILT AS INDICATED ON SHEET C-501 AND MUST BE APPROVED BY THE CONTRACTING

17. TEMPORARY RAMPS CONSTRUCTED FOR THE CONVENIENCE OF THE CONTRACTOR WILL

LANDSIDE OF THE LEVEE FROM STA 3/39+00 TO 3/42+00. DO NOT BLOCK DRAINAGE IN SUMP.

16. TEMPORARY STOCKPILE OF FILL AND SALVAGEABLE MATERIAL IS PERMITTED ON THE

DEGRADATION OF LEVEE OR COFFERDAM.

FINAL GRADING AND RIPRAP PLACEMENT. CONTRACTING OFFICER MUST APPROVE ANY

DEMOLISH 30" CMP DRAIN, AND REPLACE PUMP PIPE AND OUTLET STRUCTURE. COMPLETE

STRUCTURE. CONTSTUCT RIVERSIDE LEVEE SECTION, THEN LANDSIDE PIPE AND FES.

15. ORDER OR WORK. INSTALL GATEWELL, RIVERSIDE PIPE, AND CULVERT OUTLET

LEVEE MILE / LEVEE STATION.

14. LEVEE BASELINE STATIONING CONVENTION IS XX/XX+XX, WHICH SHALL BE READ AS

STAGES.

13. THIS SITE IS SUBJECT TO SEASONAL FLOODING. SEE SHEET X-001 FOR RECENT RIVER

FROM THE ROUTES INDICATED MUST BE APPROVED BY THE CONTRACTING OFFICER.

PIT TO LEVEE EMBANKMENT CONSTRUCTION ARE INDICATED ON C-100. ANY DEVIATION

12. HAUL ROUTES TO BE USED TO TRANSPORT THE BORROW MATERIAL FROM THE BORROW

CONSTRUCTION.

NOT BE USED TO DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF

11. ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD

GRADE AND THE EXISTING LEVEE GRADE AT A SLOPE NO STEEPER THAN 10H:1V.

10. CONTRACTOR SHALL MAKE A SMOOTH TRANSITION BETWEEN THE CONSTRUCTED LEVEE

OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR�S EXPENSE.

UNWARRANTED DAMAGE TO FENCES OR CATTLE GUARDS CAUSED BY THE CONTRACTOR�S

DISTRICT AT LEAST 10 DAYS IN ADVANCE OF THE REQUIRED FENCE REMOVAL. ANY

NECESSARY. THE CONTRACTOR SHALL NOTIFY THE RESPONSIBLE LEVEE OR DRAINAGE

9. FENCES WITHIN THE WORK AREA SHALL BE REMOVED AND REPLACED IN KIND, IF

INDICATED IN THE DRAWINGS.

8. DO NOT DISTURB EXISTING CULVERTS OR OTHER STRUCTURES UNLESS OTHERWISE

7. RIGHT-OF-WAY BOUNDARY AND BASELINE POINTS ARE TABULATED ON SHEET C-100.

MATERIAL. REROUTE DRAINAGE AS APPROPRIATE TO PREVENT IMPOUNDED WATER.

6. DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL OR STOCKPILED

DITCHES.

5. NO EXCAVATED MATERIAL SHALL BE PLACED WITHIN 30� OF TOP BANK OF EXISTING

WITHIN THE PROJECT RIGHT-OF-WAY LIMITS.

4. NO EXCAVATED MATERIAL SHALL BE PLACED WITHIN 20� OF ANY EXISTING BUILDINGS

11.F. ENTITLED �OPERATIONS ADJACENT TO OVERHEAD LINES�.

COMPLY WITH EM 385-1-1 SAFETY MANUAL (2014, WITH MOST RECENT CHANGES) SECTION

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL FULLY

3. NO EXCAVATED MATERIAL SHALL BE PLACED CLOSER THAN 25� TO UTILITY LINES UNLESS

AT HIS EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY

DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SERVICE OCCASIONED BY THE

DAMAGE THERETO OR INJURY TO THE CONTRACTOR’S EMPLOYEES OR OTHERS. ANY

EXERCISE SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT

BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL

WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE "CALL

PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS BEFORE BEGINNING

UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE ARE TO REMAIN IN

ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF ALL

APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST

2. ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE

COMBINED GRID FACTOR = 1.000044815.

DISTANCE, WHERE GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR;

COMPUTED USING NAVD 88 IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND

UNIVERSAL TRANSVERSE MERCATOR ZONE 16 IN U.S. SURVEY FEET. VERTICAL DATA WAS

1. HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND

CL-ML

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S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

CONSISTENCY SYMBOL

DESCRIPTIVE SYMBOLS

COLOR SYMBOL

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

DARK GRAY

BROWN

LIGHT BROWN

DARK BROWN

BROWNISH - GRAY

GRAYISH - BROWN

GREENISH - GRAY

GRAYISH - GREEN

GREEN

BLUE

BLUE - GREEN

WHITE

MOTTLED Mot

Wh

BlGn

Bl

Gn grGn gnGr grBr brGr dBr lBr

Br dGr lGr

Gr

BK

R

Y

T

UNCONFINED COMPRESSION TEST

COHESION IN LBS./SQ. FT. FROM

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

COLOR DESCRIPTORS CONSISTENCY FOR COHESIVE SOILS

< 250

250 - 500

500 - 1000

1000 - 2000

2000 - 4000

> 4000 vSo

So

M

St vSt

H

MODIFICATION SYMBOL

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

Gravelly

Boulders

Slickensides

Wood

Oxidized

Saturated

Lumps of Clay Clp

Sat

Ox

Wd

SL

B

G

S

SS

SIS

CS

O slf sds sh lg rt cc

C

M

F

Tr -

CL

CH

OH

MH

OL

ML

MODIFICATIONS

"U Li ne

"A " L in e

0 20 40 60 80 100

P I.

P

L A

S T

IC

IT

Y I

N D

E X

L.L. - LIQUID LIMIT

PLASTICITY CHART

For Classification of Fine-Grained Soils

GENERAL NOTES:

NO SAMPLE

MIXED SAMPLE

WOOD

HIGHLY ORGANIC SOILS

C O

A R

S E G

R A

IN

E D S

O

IL

S

G R

A V

E L

S A

N D

GRAVEL

CLEAN

SAND

CLEAN

W/ FINES

GRAVEL

W/ FINES

SAND

CLAYS

SILTS &

CLAYS

SILTS &

GW

GP

GM

GC

SW

SP

SM

SC

F

IN

E G

R A

IN

E D S

O

IL

S ML

CL

OL

MH

CH

OH

Pt

Wd

VM

NS

N o s ie v e s iz e fr a c ti o n i s s m a ll e r th a n o re t h a n h a lf o f c o a rs e s ie v e s iz e fr a c ti o n i s l a rg e r th a n re t h a n h a lf o f c o a rs e 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 m a te ri a l (b y w e ig h t) 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 (b y w e ig h t)

(Little or No Fines)

(Little or No Fines)

Amount of Fines)

(Appreciable

Amount of Fines)

(Appreciable

(Liquid Limit < 50)

(Liquid Limit > 50)

- More than 12% passing No. 200 sieve - GM, GC, SM, SC

- 5% to 12% passing No. 200 sieve - Dual classification (e.g. SP-SM)

- Less than 5% passing No. 200 sieve - GW, GP, SW, SP

NOTE:

MAJOR DIVISION TYPE

UNIFIED SOIL CLASSIFICATION SYSTEM

TYPICAL NAMES

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

Variable mixed silts, clays and sands

CONTRACT CLAUSE ENTITLED, "DIFFERING SITE CONDITIONS".

VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE

OF SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH

LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC

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

BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.

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

3. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER’S LOG AND

CONTRACTING OFFICER’S REPRESENTATIVE.

FOR ADDITIONAL SUBSURFACE BORING DATA AND PILOT HOLE DATA SHALL BE SUBMITTED TO THE

4. ADDITIONAL SUBSURFACE DATA MAY BE AVAILABLE FOR INSPECTION UPON REQUEST. REQUESTS

FIGURES TO THE LEFT OF BORING UNDER COLUMN "K"

Are laboratory permeability in centimeters per second of undisturbed sample**

When in parenthesis denotes natural water contents in percent dry weight

FIGURES TO THE LEFT OF BORING UNDER COLUMN "(W) OR D10"

size in mm *

Denotes D

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

Are liquid and plastic limits, respectively

FIGURES TO THE LEFT OF BORING UNDER COLUMN "C (PSF)"

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

FIGURES TO THE LEFT OF BORING UNDER COLUMN "N-VALUE"

Denotes location of unconsolidated - undrained triaxial compression test * *

Denotes free water encountered in boring or sample

Denotes channel grade

C

S

R

Q

T

FW

Denotes location of consolidation test * *

SYMBOLS TO THE LEFT OF BORING

FIGURES TO THE RIGHT OF BORING

Are descriptive symbols***

BORING TYPE

SS - Split Spoon Sampler

AUG - Auger

TUBE - 3" or 5" Thin Wall Tube

NOTES

remoulded to the estimated natural void ratio**

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample shear tests * *

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

FINER, AND 90% COARSER THAN SIZE D

SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL IS

* THE D

OFFICE IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.

* * RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT

OFFICER’S REPRESENTATIVE

* * * BORING LOGS ARE AVAILABLE FOR INSPECTION UPON REQUEST SUBMITTED TO CONTRACTING and a 140 lb. driving hammer with a 30" drop

Are driving resistances in blows per foot determined with a standard split spoon sampler ( 1 - 3/8 " I.D. 2" O.D. )

Denotes location of consolidated - drained direct shear test * *

Denotes location of consolidated - undrained triaxial compression test * *

Ground water surface 24 hours after drilling or Ground water surface at time of drilling

.T .S

B O

R

IN

G L

E G

E N

D

B-001

USCS SYMBOL

AND WEATHER CONDITIONS.

THE GROUNDWATER TABLE IS EXPECTED TO FLUCTUATE DEPENDING ON SEASONAL VARIATIONS

NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS.

WATER SURFACE DATA ON BORINGS DOES NOT NECESSARILY MEAN THAT GROUND WATER WILL

SURFACES ENCOUNTERED IN SUCH BORINGS ON THE DATES SHOWN. THE ABSENCE OF GROUND

2. GROUND WATER ELEVATIONS SHOWN ON THE BORINGS LOGS REPRESENT GROUND WATER

B

R

IN

G L

O G

S

(S H

E E

T O

F

B-002

.S

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

E L E

V A

T

IO

N

CH - USCS High Plasticity Clay

CL - USCS Low Plasticity Clay

SP-SM - USCS Poorly-graded Sand with Silt

SC - USCS Clayey Sand

MH - USCS Elastic Silt

SP-SC - USCS Poorly-graded Sand with Clay

(25.4)

(24.3)

(25.6)

(29.4)

(35.9)

(29.9)

(30.4)

(38.1)

(34.6)

(25.0)

(30.9)

(29.6)

(30.9)

(30.9)

(29.6)

(29.8)

(28.1)

(28.0)

0.169

(24.1)

(59.1)

CH, Br, vSt

Tr-Sand

CL, SIS

SIS

Gr, rt

Gr, Ox

Gr

Gr, rt

Gr

Gr, Wd

Gr, St

Bk, Cinders

CL, Gr, St

CL, Wd, G in CH

CL, Gr vSt

Br, St

Br, St

Br, St

Br, St

CL, Gr, F

CL, Gr, F

CL, Gr, F

CL, Gr, M

SP-SM, Br, MD, Tr-Gravel

SC, Gr, MD

MH, Gr, SL

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 1-MCCU-16

DATE: 7/22/2016

GROUND ELEV. 338.6

(24.2)

(26.7)

(29.8)

(27.6)

(30.7)

(28.2)

(25.6)

(29.4)

(26.6)

(28.9)

(26.3)

(29.1)

(26.3)

(26.6)

(27.0)

(27.6)

(28.7)

(27.4)

(26.5)

(26.2)

(21.7)

(34.0)

CH, Br, vSt rt rt

Ox

Gr, SL, rt

Gr, Tr-Gravel

CL, Gr, vSt brGr, St

CH, SL

Br, St

Br, St

Br, St, SIS

Br, St, SIS

Br, St, SIS

CL

Tr-Sand

CL

CL, MSt

CL, F

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 2-MCCU-16

DATE: 7/20/2016

GROUND ELEV. 329.8

CH, Gr, vSt, w/ 1.5" x 16" Steel strip buried

E L E

V A

T

IO

N

N 13471095.42 E 1009576.54

N 13471133.51 E 1009664.42

B

R

IN

G L

O G

S

(S H

E E

T O

F

B-003

.S

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

(26.6)

(28.2)

(30.6)

0.099

CH, Gr, vSt rt, lg

Ox, lg

Ox, lg

SP-SM, Br, F

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 3-MCBP-16

DATE: 7/26/2016

GROUND ELEV. 318.4

(31.8)

(31.0)

(23.6)

CH, Gr, vSt

Ox, rt

CH, Br, rt

CL, vSt, Ox

SC, Gr, St, Ox

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 4-MCBP-16

DATE: 7/26/2016

GROUND ELEV. 318.2

(26.3)

(28.9)

0.154

CH, Gr, vSt, Ox lg lg lg lg

SP-SC, Br, M

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 5-MCBP-16

DATE: 7/27/2016

GROUND ELEV. 318.3

(31.7)

(32.5)

(28.2)

CH, Gr, vSt, Ox lg

St, Tr-Gravel

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 6-MCBP-16

DATE: 7/26/2016

GROUND ELEV. 317.6

(25.7)

(31.0)

(27.9)

(23.8)

CH, Gr, vSt, Tr -, rt

CL, Gr, F, vSt, Tr-Sand

CH, Gr, vSt lg

Ox

F, Ox, Tr-Sand

CL, Gr, vSt, Ox

N-

Value

C

(PSF)

(W) or

D10PLLL

BOR. 7-MCBP-16

DATE: 7/25/2016

GROUND ELEV. 318.4

E L E

V A

T

IO

N

E L E

V A

T

IO

N

E L E

V A

T

IO

N

E L E

V A

T

IO

N

CH - USCS High Plasticity Clay

CL - USCS Low Plasticity Clay

SP-SM - USCS Poorly-graded Sand with Silt

SC - USCS Clayey Sand

MH - USCS Elastic Silt

SP-SC - USCS Poorly-graded Sand with Clay

N 13474394.76 E 1008483.96 N 13474223.6 E 1008327.89 N 13474018.38 E 1008480.59

N 13473995.54 E 1008141.13 N 13473792.65 E 1008299.55

L A

G S

L A T S

H P x W

IT

H

EXISTING CULVERTS

DO NOT DISTURB

RETAINING WALL

DO NOT DISTURB EXISTING

LEVEE BASELINE

AND FLOOD GATE

RAILROAD CROSSING

DISPOSAL LIMITS

HAUL ROUTE

ONLY, NO DUMP TRUCKS.

RAIL LINE. LIGHT TRUCKS

BUILDING AND ACTIVE

NARROW WIDTH BETWEEN

30" DIA. CMPEXISTING

EXISTING 18" DIA. CIP FORCE MAIN

NEW 48" DIA. RCP CULVERT

NEW OUTLET WITH FLAPGATE

PUMP STATION

DO NOT DISTURB EXISTING

NEW GATEWELL STRUCTURE WITH SLUICE GATE

CAUTION: 10.0’ VERTICAL CLEARANCE UNDER ADM CONVEYOR

PUBLIC BOAT RAMP

STOCKPILE AREA

TEMPORARY

P I /2

.0

I /3

.5

/3

.3

/4

.2

/4

.8

/4 .1

/4

.8

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

200’ 400’

SCALE:1"=200’

C-100

ILLINOIS

PULASKI COUNTY

ARCHER DANIELS MIDLAND

MAIN ST.

W A L N

U T S

T

H U

D S

O N

V

IL

L E R

D

1S T

ST.

2N D S

T.

3R D S

T.

4T H S

T.

FR

O

N T

ST.

5T H S

T.

6T H S

T.

HIGH ST.

DIAMOND ST.

PEARL ST.

MAINLINE LEVEE

MAINLINE LEVEE

BACK LEVEE

B A

C K L

E V

E E

IL HWY 37

IL

H

W Y

OHIO RIVER

FLOWFLOW

P L

A N O

V E

R V

IE

W R

O W T

A B

U L

A T

IO

N

BORROW AREA

ROW-9 D-1

D-2D-3 D-4

D-5

D-6

D-7 D-8

D-9

ROW-1

ROW-2

R O

W -3

ROW-4ROW-5

ROW-6

ROW-7

ROW-8

ROW-10

TCE-1

TCE-2

TCE-3

TCE-4

TCE-5

TCE-6

2015 IMAGERY

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

J E

K M

B C

J O

N E

K O

R N

E L

IU

S S

E N P .E

FROM STA. 3/39+00 TO 3/42+00. DO NOT BLOCK DRAINAGE IN SUMP.

4. TEMPORARY STOCKPILE OF FILL AND SALVAGEABLE STONE PERMITTED

TRUCKS ONLY.

3. NO DUMP TRUCKS PERMITTED TO CUT THROUGH ADM PLANT; LIGHT

2. ROADS AROUND ADM PLANT MAY BE CONGESTED DURING FALL HARVEST.

MUST APPROVE ANY VARIATION FROM THESE ROUTES.

NOTIFICATION TO CONTRACTING OFFICER. CONTRACTING OFFICER

TURN-AROUND POINTS. DIRECTION MAY BE REVERSED, WITH

1. HAUL TRAFFIC ON LEVEE WILL TYPICALLY BE ONE WAY DUE TO LACK OF

NOTE:

JMA1011702

SG 963.2R 1992

GROUTED RIPRAP

PUMP STATION

30" DIA. CMP

24" DIA. CMP

FLOOD GATE

TOE OF LEVEE

UNIDENTIFIED CULVERT

CONC. RETAINING WALL

OVER SAND

GRADE "C" RIPRAP

STABILITY BERM:

12’ CROWN (TYP)

24" IMPERVIOUS MATERIAL

(INSTALLED 1986)

RIPRAP DIKE

(INSTALLED 1986)

SAND FILL

(INSTALLED 1986)

TOP EL 302.0

3.0’ SLURRY TRENCH

(APPROXIMATED)

RIPRAP DIKE CROWN

HEADWALLS

EXISTING PIEZOMETER

DO NOT DISTURB

TO BE REMOVED

EXISTING TREE

WITH 24" DIA. HDPE PIPE

240 LF 30" DIA. CMP DRAIN SLIPLINED

18" DIA. CIP FORCE MAIN

(INSTALLED 1986)

OVER 6" BEDDING MATERIAL

18" GRADED STONE "C"

(INSTALLED 1984)

OVER 6" BEDDING MATERIAL

18" GRADED STONE "C"

SLURRY TRENCH CL (APPROXIMATED)

EL 290.0 (APPROXIMATED)

TOE OF RIPRAP SLOPE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

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C O

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D A

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A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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IN

E E

R S of Engineers

US Army Corps

ID

Sheet

M E

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100’ 200’

SCALE:1"=100’

C-101

ILLINOIS

BL

EL 190.0

OFF 145.0 TO 175.0

1986 DESIGN:

EL 190.0

OFF 230.0

1986 DESIGN:

3 TO 3

.5H:

1V (

TYP)

OHIO RIVER

FLOW

E X

IS

T

IN

G C

O N

D

IT

IO

2015 IMAGERY

TYPICAL EXISTING SECTION A-A

A

A

OHIO RIVER

/3

/2

/2

0 3 /3

/4

3/

+0

/4

NOT TO SCALE

VIEWED DOWNSTREAM

1-MCCU-16

2-MCCU-16

ILLUSTRATIVE ONLY.

BASED ON HISTORIC DRAWINGS AND SHOULD BE CONSIDERED

3. LINES AND GRADES OF SUBGRADE MATERIAL ARE APPROXIMATE

WERE INSTALLED IN 1986 BY USACE.

STONE "C", AND IMPERVIOUS MATERIAL) AND SLURRY TRENCH

2. A STABILITY BERM (RIPRAP DIKE, SAND FILL, GRADED

1. RIVER BANK WAS ARMORED WITH RIPRAP IN 1984 BY USACE.

NOTES:

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8’

EXISTING GROUND

EXCAVATION GRADE

EXISTING GROUND

DISPOSAL EMBANKMENT

LEVEE SLOPE

STRAW WATTLE

MIN. 5’

97’

SEE SHEET C-505

CONSTRUCTION EXIT

LEVEE TOE (APPROXIMATED)

CONCRETE WASHOUT AREA

3H:1V

5’

FIRE HYDRANT

DO NOT DISTURB EXISTING

MAX. 2H:1V TYP.

N

100’ 200’

SCALE:1"=100’

HUDSONVILLE RD.

BORROW AREA

BORROW PIT PLAN

SCALE: 1" = 100’

TYPICAL SECTION

BORROW PIT

NOT TO SCALE

SCALE: 1" = 100’

DISPOSAL AREA PLAN

2015 IMAGERY 2015 IMAGERY

100’ 200’

SCALE:1"=100’

N

MAX HEIGHT 3’

TYPICAL SECTION

DISPOSAL EMBANKMENT

NOT TO SCALE

D-2

D-1

D-9

D-8

D-3

D-4

D-5

D-6

D-7

TCE-6

TCE-1

TCE-2

TCE-3

TCE-4

TCE-5

/4

3/47+81

D E

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S S

") 4 1Titles = Proportional Title (Arial, ")16 3Subtitles = Proportional Subtitle (Arial, ")8 1Dimensions, Notes & Text = Proportional Normal (Arial, M

IS

S

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2%

3-MCBP-16

4-MCBP-16

5-MCBP-16

6-MCBP-16

7-MCBP-16

S

IL

T F

E N

C E

6’ DEPTH

/E

5. SEPARATE STOCKPILED MATERIALS BY TYPE.

4. SLOPE TO DRAIN 2% AWAY FROM THE LEVEE.

3. NO SILT FENCE PERMITTED ON RIVERSIDE OF LEVEE.

2. INSTALL STRAW WATTLE ON DOWNHILL SIDE OF EMBANKMENT PER SHEET C-505.

1. DO NOT IMPEDE EXISTING DRAINAGE.

NOTES:

J A

M M

B C

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IU

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D S

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A N

S I

D

C-102

20’

5. DIMENSIONS AND SLOPES INDICATED ARE TYPICAL FOR ALL SIDES.

INFLUENCED BY OHIO RIVER STAGE. SEE HYDROGRAPH ON SHEET X-001.

4. GROUNDWATER LEVEL IN BORROW PIT WILL BE HEAVILY

3. SLOPE TO DRAIN BOTTOM OF PIT 2% TO NORTH.

ON SLOPES AT END OF EXCAVATION.

2. REMOVE TOPSOIL OVER PIT PRIOR TO EXCAVATION. SPREAD

REQUIRED QUANTITY OF MATERIAL HAS BEEN OBTAINED.

PROCEED SOUTH. EXCAVATE FULL DEPTH AND WIDTH UNTIL

1. BEGIN EXCAVATION AT NORTH END OF BORROW AREA AND

NOTES:

EL 312.0 (APPROX.)

A N

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H A

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A H

A N P .E

J A

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C-102

B O

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N D D

IS

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L A

N

A N

S I

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B O

R R

O W A

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A L L

A H

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C-102

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C A

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C O

N T

R A

C T N

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D A

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A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S of Engineers

US Army Corps a u t o t im e

ID

Sheet

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.0

22.0’72.6’

75.9 LF32.0 LF

PUMP STATION INLET

.0

.0

.0

.0

2H:1V TYP. ALL SLOPES

20.0’

EL 302.2

TO EXPOSE IN SITU CLAY

REMOVE ALL SAND AND STONE

48" DIA. RCP

3.0’ SLURRY TRENCH

LEVEE TOE

DURING CONSTRUCTION

DO NOT BLOCK DRAINAGE

RETAINING WALL

DO NOT DISTURB EXISTING

EXISTING 18" CIP FORCE MAIN

OUTLET EXCAVATION

GROUTED RIPRAP DURING

DO NOT DISTURB EXISTING

STRAW WATTLE

SOUTH PUMP STATION

EXISTING DRAIN INLET AND GATE

STRUCTURES DURING EXCAVATION

DO NOT DISTURB EXISTING PIPES OR

RIVERSIDE EXCAVATION

SLURRY TRENCH CL

EXISTING 30" CMP

3/37+00

3/38+00

3/39+00

0+00

1+

2+00

3+003+00

S O

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C O

N T

R A

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D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

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E L E

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CULVERT STATION

EL 337.0

EL 331.0

TOP SLAB EL 306.0

COMPACTED IMPERVIOUS FILL

EXCAVATION GRADE

FOR REUSE.

STOCKPILE USABLE STONE

REMOVE SAND AND STONE.

BL

CULV. STA. 10+00 =

STA. 3/37+68.0

EL 303.0

1.1%

SEE DETAILS S-303.

EMBED 1.0’ BOTH SIDES.

DS INV EL 307.0

US INV EL 307.1

STRUCT. CL STA 10+22.0

GATEWELL STRUCTURE

SEE BACKFILL DETAILS ON C-501

SEE STRUCTURAL DETAILS S-301

FLOOR EL 305.2

INV EL 306.2

BACKWALL STA 11+01.9

OUTLET STRUCTURE

18" PERVIOUS FILL

TERMINATE AT STA 9+85.0, INV EL 307.5.

INSTALL 4 WHOLE SECTIONS OF PIPE.

20’ 40’

SCALE:1"=20’

C-103

20’ 40’

SCALE:1"=20’

ILLINOIS

O H

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HORIZONTAL AND VERTICAL

P L

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3/42+00. INSTALL SILT FENCE BELOW ANY STOCKPILED MATERIAL.

4. TEMPORARY STOCKPILING PERMITTED ON LANDSIDE OF LEVEE FROM STA. 3/39+00 TO

3. DO NOT DISTURB SLURRY TRENCH BELOW EL 302.2.

LIMITS INDICATED ON SHEET C-102.

2. REMOVE AND DISPOSE OF UNSALVAGEABLE SAND AND OTHER WASTE MATERIAL IN

SALVAGABLE MATERIAL.

LIMITS INDICATED ON SHEET C-100. CONTRACTING OFFICER WILL DETERMINE

1. STOCKPILE EXCESS IMPERVIOUS FILL AND SALVAGEABLE RIPRAP IN THE STOCKPILE

NOTES:

10.0’

103.7 LF

PUMP STATION INLET

.0

.0

15.0’ ON RAM

P

10.0’

LEVEE TOE

DURING CONSTRUCTION

DO NOT BLOCK DRAINAGE

RETAINING WALL

DO NOT DISTURB EXISTING

EXISTING 30" CMP DRAIN

EXISTING 18" CIP FORCE MAIN

OUTLET EXCAVATION

GROUTED RIPRAP DURING

DO NOT DISTURB EXISTING

STRAW WATTLE

SOUTH PUMP STATION

EXISTING DRAIN INLET AND GATE

STRUCTURES DURING EXCAVATION

DO NOT DISTURB EXISTING PIPES OR

LANDSIDE EXCAVATION

RIVERSIDE LEVEE SECTION / COFFERDAM

FILL

IMPERVIOUS

COMPACTED

GATEWELL

CULVERT OUTLET STRUCTURE

48" DIA. RCP

48" DIA. RCP

3.0’ SLURRY TRENCH

SLURRY TRENCH CL

3/37+00

3/38+00

3/39+00

0+00

1+00

2+

2+602+60

S O

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C O

N T

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C T N

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D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

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CULVERT STATION

INV EL 307.5

STA 9+85.0

JOIN PIPE SECTIONS

1.1%1.1%

CULV. STA. 10+00 =

STA. 3/37+68.0BL

EL 311.5

EL 331.0 EL 321.5

STA 9+87.5

EL 306.0

STA 8+73.2

EL 307.2

2H :1V

STA 10+96.5

STA 10+66.7

STA 10+47.6

SEE DETAIL C-502

INV EL 308.7

BACKWALL STA 8+81.3

PRE-CAST 48" FLARED END SECTION

20’ 40’

SCALE:1"=20’

C-104

ILLINOIS

O H

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A H

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HORIZONTAL AND VERTICAL

P L

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3/42+00. INSTALL SILT FENCE BELOW ANY STOCKPILED MATERIAL.

3. TEMPORARY STOCKPILING PERMITTED ON LANDSIDE OF LEVEE FROM STA. 3/39+00 TO

INDICATED ON SHEET C-102.

2. REMOVE AND DISPOSE OF UNSALVAGABLE SAND AND OTHER WASTE MATERIAL IN LIMITS

MATERIAL.

INDICATED ON SHEET C-100. CONTRACTING OFFICER WILL DETERMINE SALVAGABLE

1. STOCKPILE EXCESS IMPERVIOUS FILL AND SALVAGABLE RIPRAP IN THE STOCKPILE LIMITS

NOTES:

76.7’

12.0’

PUMP STATION INLET

.0

.0

25.0’

SURFACE COURSE

6" COMPACTED AGGREGATE

LEVEE TOE

DURING CONSTRUCTION

DO NOT BLOCK DRAINAGE

RETAINING WALL

DO NOT DISTURB EXISTING

EXISTING 18" CIP FORCE MAIN

OUTLET EXCAVATION

GROUTED RIPRAP DURING

DO NOT DISTURB EXISTING

SOUTH PUMP STATION

EXISTING DRAIN INLET AND GATE

STRUCTURES DURING EXCAVATION

DO NOT DISTURB EXISTING PIPES OR

FINISH GRADE

COMPACTED IMPERVIOUS FILL

SEE SHEET C-504

GROUTED RIPRAP

48" DIA. RCP

3.0’ SLURRY TRENCH

18" R200 RIPRAP OVER 6" BEDDING STONE

SUFACE COURSE

6" COMPACTED AGGRAGATE

FINISH GRADE

EXISTING 30" CMP

SLURRY TRENCH CL

SEE SHEET C-506

(4) 8" BOLLARDS

3/37+00

3/38+00

3/39+00

S O

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C O

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D A

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A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S of Engineers

US Army Corps

ID

Sheet

M E

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CULVERT STATION

3H:1V

3H:1V

3H:1V

SEE DETAIL C-501

STA 9+58.0

END 18" PERVIOUS FILL

STA 8+83.9

EL 313.9

STA 9+08.0

EL 315.1

STA 10+0.0

EL 340.0

EL 331.8 EL 327.8

EL 313.5

EL 305.2

STA 11+26.9

STA 10+96.9

STA 10+54.1STA 10+30.5

20H:1V

NST 3H

:1V

TOP OF RIPRAP EL 328.0

18" R200 OVER 6" BEDDING STONE

5’ BERM

CULV. STA. 10+00 =

STA. 3/37+68.0BL

5.9H:1V

GROUTED RIPRAP

20’ 40’

SCALE:1"=20’

C-105

ILLINOIS

O H

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A L L

A H

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J E

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IU

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HORIZONTAL AND VERTICAL

P L

A N P

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F

IL

E

F

IN

IS

H G

R A

D

IN

G

6.5’ TYP.

GRADE 10H:1V TYP. BOTH SIDES

TRANSITION TO EXISTING LEVEE

3. COMPLETE FINAL GRADING AND RIPRAP INSTALLATION AFTER DEMOLITION OF 30" CMP.

2. STA/OFF INDICATE TOP OF RIPRAP WHERE RIPRAP IS INSTALLED.

OF TURF.

1. SEED LEVEE AT END OF CONSTRUCTION AS DESCRIBED IN 32 92 32.01 11 - ESTABLISHMENT

NOTES:

EXISTING 3’ SLURRY TRENCH

42.0’

EXPOSE MIN. 5’ IN SITU CLAY

.0

PIPE WITH NON-SHRINK GROUT

FILL REMAINING 190 LF 30" CMP DRAIN

REMOVE PIPE AND OVERLAYING SANDN.S.T. 2H:1V TYP

EXCAVATION GRADE

15.0’

OVER PIPE AS INDICATED.

REMOVE PIPE AND MATERIAL

INDICATED ON SHEET C-501

INSTALL STANDPIPE AS

INDICATED ON SHEET C-501

INSTALL STANDPIPE AS

INLET STRUCTURE

REMOVE AND DISPOSE

REMOVE AND DISPOSE OUTLET STRUCTURE

PUMP STATION

LEVEE TOE

DO NOT DISTURB EXISTING RETAINING WALL

GROUTED RIPRAP

18" CIP FORCE MAIN

30" CMP DRAIN

EXCAVATION LIMITS

STRAW WATTLE

EXCAVATION LIMITS

TO NEW CULVERT

REGRADE SUMP TO DRAIN

SLURRY TRENCH CL

48" RCP CULVERT

INV. EL: 310.7

E: 1009726.6

N: 13471109.4

PIPE INV.

OUTLET

AND OUTLET

REMOVE PIPE

STRUCTURE

AND INLET

REMOVE PIPE

PUMP OUTLET STRUCTURE AS INDICATED ON SHEET S-302.

BEHIND HEADWALL. REPLACE WITH 18" DIP AND NEW

REMOVE STRUCTURE AND 18" DIA. CIP TO JOINT 14.0’

3/37+00

3/38+00

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D B

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C A

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D A

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M A

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D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

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IS

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A

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N A

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N /2

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C-106

ILLINOIS

A N

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N E C

A L L

A H

A N P .E

J E

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B C

J O

N E

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IU

S S

E N P .E

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N

E L E

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O H

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IV

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AZMUTH: 131°27’22"

EL 300.5

HORIZONTAL AND VERTICAL

P L

A N P

R O

F

IL

E

D E

M O

L

IT

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N E

X C

A V

A T

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N

100 200 300

LEVEE BASELINE STATION 3/37+15.5

-100-200 0

5. REMOVE SURPLUS MATERIAL TO DISPOSAL AREA SHOWN ON SHEET C-102.

4. STOCKPILE AND REUSE SALVAGABLE RIPRAP FROM STA 3/39+00 TO 3/42+00.

3. RECONSTRUCT EMBANKMENT AS INDICATED ON SHET C-107.

ON SHEET C-501.

2. GROUT 30" CMP AS DESCRIBED IN 02 41 00 - DEMOLITION. SEE STANDPIPE DETAIL

DRAIN PIPE WILL BE DECOMISSIONED.

1. 48" RCP CULVERT MUST BE ACCEPTED BY THE CONTRACTING OFFICER BEFORE OLD

NOTES:

EXISTING 3’ SLURRY TRENCH

FINISH GRADE (TOP OF STONE PROTECTION)

FINISH GRADE

.0

COMPACTED IMPERVIOUS FILL

GROUTED 30" CMP (ABANDONED)

TOP OF RIPRAP EL 328.0

18" R200 RIPRAP OVER 6" BEDDING MATERIAL

ON SHEET C-501

BACKFILL AS INDICATED

PUMP STATION

LEVEE TOE

GROUTED RIPRAP

18" CIP FORCE MAIN

STRAW WATTLE

INV. EL: 310.7

E: 1009726.6

N: 13471109.4

18" DIA. DIP INV.

TO NEW CULVERT

REGRADE SUMP TO DRAIN

FINISH GRADE

FINISH GRADE

GROUTED 30" CMP (ABANDONED)

48" RCP CULVERT

SLURRY TRENCH CL

18" R200 OVER 6" BEDDING MATERIAL.

REPLACE RIPRAP TO EL 328.0 WITH

STRUCTURE AS INDICATED ON SHEET S-302.

INSTALL 18" DIA. DIP. INSTALL PUMP OUTLET

3/37+00

3/38+00

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2 3

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D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

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IS

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N A

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N /2

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/2

ILLINOIS

E L E

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-200 -100

E L E

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AZMUTH: 131°27’22"

LEVEE BASELINE STATION 3/37+15

9H:1V

3H:1V

HORIZONTAL AND VERTICAL

C-107

A N

S I

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D S

H A

N E C

A L L

A H

A N P .E

J E

K M

B C

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S S

E N P .E

0 100 200 300

BL

P L

A N P

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D E

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N F

IN

IS

H G

R A

D

IN

G

IN 32 92 32.00 11 - ESTABLISHMENT OF TURF.

2. SEED LANDSIDE EXCAVATIONS AND AREAS NOT COVERED WITH STONE AS DESCRIBED

INDICATED ON SHEET C-503. BENCH INTO EXISTING LEVEE AS INDICATED ON SHEET C-503.

1. RECONSTRUCT EMBANKMENT N.S.T. 3H:1V WITH COMPACTED IMPERVIOUS FILL AS

NOTES:

10’

EXISTING LEVEE

TEMPORARY RAMP

BY THE CONTRACTING OFFICER

ROCK OR COMPACTED EARTH AS APPROVED

2H:1V EXCAVATION LINE

2H:1V EXCAVATION LINE

PERVIOUS FILL

1H:1V

IMPERVIOUS FILL (2’ MIN)

76.7’

PERVIOUS FILL

PERVIOUS FILL

COMPACTED IMPERVIOUS FILL

PERVIOUS FILL

18" R200 RIPRAP OVER 6" BEDDING STONE

1H:1V

IMPERVIOUS FILL

COVER OVER PIPE

MIN. 1.0’ IMPERVIOUS

12’

PERVIOUS FILL

FINISH GRADE

COMPACTED IMPERVIOUS FILL

2H:1V

PERVIOUS FILL

2H:1V

GEOTEXTILE

NON-WOVEN

GEOTEXTILE

NON-WOVEN

3H:1V

GEOTEXTILE

NON-WOVEN

GEOTEXTILE

NON-WOVEN

GEOTEXTILE

NON-WOVEN

(PERFORATED)

5 LF 4" DIA. PVC PIPE

MIN. 6" DIA. SCH. 40 STEEL PIPE

18" TYP. ALL SIDES

UNDER OUTLET

18" BEDDING MATERIAL PERVIOUS FILL

18" R200 RIPRAP OVER 6" BEDDING MATERIAL

GEOTEXTILE

NON-WOVEN

UNDER OUTLET

18" BEDDING MATERIAL

PRESSURE

WITHSTAND GROUT

SEAL PIPE TO

S O

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2 3

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4 5

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D B

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P L

O T S

C A

L E

D A

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M A

R K

D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

M P

H

IS

D

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M E

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E N

N E

S S

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IP

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E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

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C T

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N /2

M O

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O U

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C-501

RAMP

SCALE: 1" = 10’

2H:1V MAX.

G R

A D

IN

G B

A C

K F

IL

L D

E T

A

IL

S

SCALE: 1" = 10’

SCALE: 1" = 10’

SCALE: 1" = 10’

SCALE: 1" = 10’

FES BACKFILL - ELEVATION

FES BACKFILL - SECTION

EL 308.0

AT END OF CONSTRUCTION.

TO PRE-EXISTING CONDITION

REMOVE RAMP AND RESTORE

NOTE:

NOTE:

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

J E

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B C

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K O

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IU

S S

E N P .E

CULVERT OUTLET BACKFILL - ELEVATION

CULVERT OUTLET BACKFILL - SECTION

A

B

SCALE: 1" = 10’

FES BACKFILL - SECTION

A B

WILL BE SIMILAR.

2. PUMP OUTLET STRUCTURE BACKFILL

DETAILS.

1. SEE SHEET S-506 FOR WALL DRAIN

NOTES:

EL. 312EL. 312

BEDDING MATERIAL

PVC PIPE TO BE FILLED WITH

LANDSIDE DEMO BACKFILL - SECTION

N.T.SN.T.S

LANDSIDE DEMO BACKFILL - ELEVATION

N.T.S

GROUT STANDPIPE - ELEVATION

30" CMP

NOTE:

EL. 312.5

EL. 312.5 BOTH ENDS.

CONSTRUCT STANDPIPE TO

LANDSIDE END IS SIMILAR.

L

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4 5

A

B

M A

R K

A P

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D A

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F

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P L

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C A

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D A

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M A

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D E

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IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

M P

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D

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M E

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N /2

M O

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/2

C-502

F L

A R

E D E

N D S

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IO

N

A N

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A L L

A H

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S S

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N .T .S

IN 33 40 00 - STORM DRAINAGE UTILITIES.

NOTE: PRECAST FES SHALL CONFORM TO REQUIREMENTS

L

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N B

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C K

D B

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D E

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N E

D B

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IP

T

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N

D

2 3

C

4 5

A

B

M A

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A P

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D A

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D B

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P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

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S K I

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IN

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/2

/2

SLOPE TO

DRAIN

SLOPE TO

DRAIN

C

NOT TO SCALE

BENCHING DETAIL

NOT TO SCALE

PROTECTED SIDE

VARIES

SLOPE V

ARIE

S

1’ MIN.

2’ MAX.

FLOOD SIDE

C

D

LINE

EXCAVATION

LEVEE DESIGN SECTION

BE 6" MAX. THICKNESS

FINAL 2 LIFTS SHALL

EXISTING GROUND

VARIES

VARIES

VARIES

D

NOT TO SCALE

DETAIL

LEVEE CROWN DETAIL

LEVEE GRADE

C

C

COMPACTED FILL

VARIES

VARIES

12’’ LIFTS MAX.

COMPACTED FILL

12" LIFTS MAX.

NOTES:

1. BENCHING IS REQUIRED FOR AREAS DESIGNATED FOR

COMPACTED IMPERVIOUS FILL WHERE THE VERTICAL DISTANCE OF FILL

IS 3’ OR GREATER AND THE SLOPE IS STEEPER THAN 1V:10H.

2. NO MORE THAN ONE BENCH IS PERMITTED ON THE LEVEE

AT ANY ONE TIME. A BENCH ON THE PROTECTED

SIDE MAY BE CONSTRUCTED CONCURRENTLY WITH A BENCH

ON THE FLOODSIDE.

3. NEW LEVEE CONSTRUCTION SHALL BE CONSTRUCTED USING

REQUIREMENTS FOR COMPACTED IMPERVIOUS FILL FOUND IN

SPECIFICATION SECTION 31 24 00.00 12.

4. USE DETAIL D FOR BENCHING THE INTERIOR OF THE LEVEE.

C-503

L E

V E

E B

E N

C H

IN

G D

E T

A

IL

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

J E

K M

B C

J O

N E

K O

R N

E L

IU

S S

E N P .E

N .T .S

2"

6" BEDDING MATERIAL

T=18" R-200 RIPRAP

COMPACTED IMPERVIOUS FILL

DESIGN GRADE FOR

TIE INTO EXISTING RIPRAP

.0

.0

14.0’ 10.0’ 1.0’

4" PVC WEEPHOLE (TYP)

R200 GROUTED RIPRAP

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

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IL

L

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P L

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A T

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/2

/2

2" OF SURFACE

GROUT TO WITHIN

GROUTED RIPRAP DETAIL

N.T.S.

N.T.S.

NON-WOVEN GEOTEXTILE

NON-WOVEN GEOTEXTILE

6" BEDDING MATERIAL

WITH BEDDING MATERIAL

4" PVC PIPE PACKED

NOTE:

INSTALL 4 WEEPHOLES ON 10’

CENTERS (TOTAL OF 4) BELOW THE

OUTLET STRUCTURE.

6" BEDDING MATERIAL

R

GROUT MIN. 12" THICKNESS

WITH BEDDING MATERIAL

3" PVC PIPE PACKED

GROUTED RIPRAP

WEEPHOLE DETAIL

WATER ELEVATION

T

RIPRAP SLOPE PROTECTION

C-504

.T .S

D S

H A

N E C

A L L

A H

A N P .E

J E

K M

B C

J O

N .E

K O

R N

E L

IU

S S

E N P .E

N.T.S.

A N

S I

D

R

IP

R A

P D

E T

A

IL

S

CULVERT OUTLET WEEPHOLE PLAN

MCCR_M101(2).dgn, Default

Ref-3, MCCR_M102.dgn, Masonary

MCCR_S301.dgn, Default