A02DrawingsPart1_Part1.pdf

PDF 10 MB Posted Jun 17, 2019

Attached to: Clarence Cannon SetbacK Federal contract opportunity
Solicitation number: W912P9-19-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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®of Engineers

US Army Corps

U .S

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LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

L/D

SPRINGFIELD

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

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

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I RIVER

UIVR

MARK TWAIN

LAKE

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PD: AEC_pdf.pltcfg

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

2019/06/07 of Engineers

US Army Corps

V E

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HABITAT REHABILITATION & ENHANCEMENT

CLARENCE CANNON NATIONAL WILDLIFE REFUGE

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ST. LOUIS DISTRICT

S T L

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MEANDER RESTORATION

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BERM SETBACK, BERM DEGRADES, & CHANNEL

SCALE: NTS

VICINITY MAP

W P -1

-B -0

W912P9-19-B-0001

L S P .E

AS ADVERTISED

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JUNE 2019

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US Army Corps

U .S

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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg

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THERE IS NO MEANDER RESTORATION 21.1.

GENERAL SHEET NOTES

L S P .E

AS ADVERTISED

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2019/06/07

GENERAL SYMBOLS

X-###

SCALE: 1' = 20'

SHEET NUMBER

CROSS REFERENCE SCALE

NORTH ARROW INDICATOR

NOTE:

DETAIL NOTE

TITLE DRAWING/DETAIL TITLE

DRAWING/DETAIL LIMITS

SHEET NUMBER

CROSS REFERENCE

DRAWING/DETAIL LOCATION DESIGNATION

CROSS REFERENCE GRID LOCATION

DRAWING/DETAIL LOCATION DESIGNATION

SECTION LOCATION DESIGNATION

SECTION CROSS REFERENCE SHEET NUMBER

ELEVATION LOCATION DESIGNATION

ELEVATION CROSS REFERENCE SHEET NUMBER

NORTH ARROW

DRAWING/DETAIL DESIGNATION

SECTION DESIGNATION

ELEVATION DESIGNATION

NORTH ARROW

KEY NOTE

LETTER INDICATES MODIFICATION)

(NUMBER INDICATES AMENDMENT

REVISION DESIGNATION

BREAK LINE, MATERIAL TO CONTINUE

CONSTRUCTION LIMITS

FILL SLOPE

CUT SLOPE

LEVEE CENTERLINE

RIPRAP LIMITS

GENERAL NOTESABBREVIATIONS

H A

N K

S P

E G

E N

E R

A L S

Y M

B O

L S

A B

B R

E V

N S

O T

E S

G-003

K S P

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

M -E

M P -1

W P -1

-B -0

VERTICAL POINT OF INTERSECTIONVPI

VERTICALV

UNITED STATES FISH AND WILDLIFE SERVICEUSFWS

TANGENT LENGTHT

STATIONSTA

RADIUS/RATE OF CURVATURER

POINT OF VERTICAL TANGENCYPVT

POINT OF VERTICAL CURVATUREPVC

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

NOT TO SCALENTS

NORTHINGN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD

MEANDER RESTORATIONMR

MISSOURI DEPARTMENT OF TRANSPORTATIONMODOT

MINIMUMMIN

MAXIMUMMAX

BERM SETBACKBS

LEVEE DEGRADELD

LENGTH/LENGTH OF CURVEL

RATE OF CURVATUREK

HORIZONTALH

ELEVATIONELEV

ELEVATIONEL

EASTINGE

BERM DEGRADEBD

AS ADVERTISED

THE CONTRACTING OFFICER.

AND NOT REMOVED UNTIL THE ROADS NOT YET COMPLETED ARE ACCEPTED BY

16. EXISTING ROADS IDENTIFIED TO BE REMOVEED SHALL BE USED AS A HAUL ROADS

MAY BE USED AS AN ACCESS/HAUL ROAD.

CONSTRUCTION ARE COMPLETED BY OTHERS. UNTIL THEN BERM DEGRADE 14

15. DO NOT DEGRADE BERM DEGRADE 14 UNTIL NOTED ACCESS/HAUL ROADS UNDER

14. THERE IS NO MEANDER RESTORATION 21.

CONTRACTING OFFICER REPRESENTATIVE.

CONTRACTOR TO COORDINATE IDENTIFICATION OF THOSE TREES WITH THE

IS SHOWN ON THE PLANS FOR THE RIVER SIDE MEANDER RESTORATIONS.

BERM SETBACK WICH MAY REQUIRE MINOR ALIGNMENT DEVITIONS FROM WHAT

13. USACE FORESTER MAY IDENTIFY TREES TO AVOID ON THE RIVER SIDE OF THE

EMBANKMENT IS CONSTRUCTED.

12. THE MAIN LEVEE DEGRADE SHALL NOT OCCUR UNTIL THE BERM SETBACK

ACCESS ROAD AND CROSSING OVER THE CREEK AND LEVEES.

CONSTRUCTION TO ALLOW FOR CONTINOUS ACCESS OR PROVIDE ALTERNATE

CONTRACTOR TO STAGE THE BERM SETBACK AND BERM DEGRADES 11 AND 12

EXISTING LEVEE ON THE NORTH END MUST BE MAINTAINED AT ALL TIMES.

11. LANDOWNER ACCESS TO THE NORTH OF THE BERM SETBACK TIE-IN TO THE

DRAINAGE.

OF SURVEY, SOME FIELD ADJUSTMENTS MAY BE REQUIRED TO OBTAIN POSITIVE

FOR GRADING. DUE TO THE GROUND COVER AND WATER LEVELS AT THE TIME

10. THE ARROWS SHOWING DIRECTION OF FLOW REFLECT THE GENERAL INTENT

DIMENSIONS AND ELEVATIONS MARKED NTS ARE "NOT TO SCALE".

9. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. ALL

APPROXIMATE. THE CONTRACTOR TO VERIFY ACTUAL DIMENSION IN THE FIELD.

8. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (±) ARE

MAY VARY FROM WHAT IS SHOWN.

7. SURVEY DATA WAS OBTAINED IN 2014. ACTUAL CONTOURS AND EXISTING GRADE

CONDITIONS MAY VARY FROM WHAT IS SHOWN.

6. AERIAL PHOTOGRAPHY WAS ACQUIRED IN FEBRUARY OF 2017. ACTUAL SITE

VERTICAL DATUM OF 1988 (NAVD 88).

5. UNLESS NOTED OTHERWISE VERTICAL COORDINATES ARE IN NORTH AMERICAN

SURVEY FEET.

STATE PLANE, ZONE 2401, NORTH AMERICAN DATUM OF 1983 (NAD83), U.S.

4. UNLESS OTHERWISE NOTED HORIZONTAL COORDINATES ARE MISSOURI EAST

WITH OSHA AND USACE SAFETY MANUAL, ENGINEERING MANUAL (EM) 385-1-1.

3. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE

CONTRACTOR'S EXPENSE.

BY CONTRACTOR'S NEGLIGENCE. THE DAMAGE WILL BE REPAIRED AT THE

2. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES CAUSED

1-800-892-0123) AND FIELD VERIFYING LOCATION OF ALL UTILITIES.

ONE CALL SYSTEM (MISSOURI DIG-RITE 1-800-344-7483 OR ILLINOIS JULIE

UTILITY COMPANIES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING STATE

APPROXIMATE AND ARE BASED ON SURVEYS OR LOCATIONS PROVIDED BY

1. ALL KNOWN UTILITIES ARE SHOWN ON THE DRAWINGS. LOCATIONS SHOWN ARE

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K E

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N B

U E D

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C-101 C-102

C-103

C-104 C-105 C-106

C-107

C-108

C-109

C-110 C-111 C-112 C-113

C-114 C-115

C-116 C-117

C-118

C-119

C-120 C-121

C-122 C-123

C-124

C-125

C-126 C-127

C-128

C-129

C-130

C-131

C-133 C-134

C-135

C-132

P I R

E R

F L O

CONSTRUCTION LIMIT

BRYANTS CREEK

ANNADA, MO

M O

PAYNESVILLE ROAD

USFW (REFUGE) OFFICE

RABOURN SLOUGH

GOOSE PASTURE FARMS

MR 1

MR 2

MR 3

MR 4

MR 5

MR 6

MR 7

MR 8

MR 9

MR 10

MR 11

MR 12

MR 13 MR 14

MR 15

MR 16 MR 17

MR 18

MR 19

MR 20

MR 22

BD 9

BD 10

BD 11

BD 12

BD 13

BD 14

BD 15

BD 16

BD 17

BD 18

BD 19

BD 20

ACCESS/HAUL ROAD

FLOW

PIKE COUNTY, MISSOURI

CALHOUN COUNTY, ILLINOIS

RIVER MILE 263

RIVER MILE 262

RIVER MILE 261

LOCATION OF EAGLE NEST

660' BUFFER FROM APPROX.

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SUMMER 2019

ACCESS/HAUL ROAD

E N

U M

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OVERALL SITE PLAN

SCALE: 1" = 1000'

0 2000'1000'

H A

N K

S P

E O

V E

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L L S

E P

L A

G-101

K S P

M E

A N

D E

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T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

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H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

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E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

W P -1

-B -0

M -E

M P -1

EAGLE'S NEST.

NO PERSONEL OR EQUIPTMENT SHALL BE WITHIN 660' BUFFER OF THE 3.

ACCEPTED BY THE CONTRACTING OFFICER.

ROADS AND NOT REMOVED UNTIL THE ROADS NOT YET COMPLETED ARE

EXISTING ROADS IDENTIFIED TO BE REMOVED SHALL BE USED AS HAUL 2.

THERE IS NO MEANDER RESTORATION 21.1.

GENERAL SHEET NOTES

L S P .E

J U

N E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

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US Army Corps

U .S

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8JHS 1972

USFWS CP2 USFWS BM1

USFWS CP1

USFWS CP3

USFWS CP

USFWS BM2

USFWS CP4

M O

ANNADA, MO

PAYNESVILLE RD

P I R

E R

F L O

ACCESS/HAUL RAOD

ACCESS/HAUL ROAD

CONSTRUCTION LIMITS

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SUMMER 2019

E N

U M

B E

A1 SCALE: 1" = 1000'

0 2000'1000'

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

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N A

L W

E R

E F

U G

S T L

O U

M O

P U

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E S

T R

E E

S T L

O U

T R

BENCHMARK LOCATIONS

H A

N K

S P

E B

E N

C H

M A

R K L

O C

A T

N S

G-102

S L

A N

G E

N D

O R

K S P

M -E

M P -1

W P -1

-B -0

CALHOUN COUNTY

ILLINOIS

MISSOURI

PIKE COUNTY

AS ADVERTISED

L S P .E

GENERAL SHEET NOTES

EAGLE'S NEST.

NO PERSONEL OR EQUIPTMENT SHALL BE WITHIN 660' BUFFER OF THE 1.

LOCATION OF EAGLE NEST

660' BUFFER FROM APPROX.

J U

N E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

St vSt

< 250

250-500

500-1000

1000-2000

2000-4000

> 4000

SYMBOLCONSISTENCY

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

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

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

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

APPLICABLE PUBLICATIONS

EM 1110-2-1906

Denotes proposed channel grade

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

Gr lGr dGr

Br lBr dBr

Mot

A Angle Core Boring

Bag Samples-Soil-Borings

Core Boring

Observation Boring

Piezometer

Undistrubed Sample-Soil-Boring

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

SIS

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

WOOD

SHELLS

HIGHLY ORGANIC SOILS

WOOD

SHELLS

MAJOR DIVISION TYPE

LETTER

SYMBOL

TYPICAL NAMES

E -G

R A

E D S

S C

O A

R S

E -G

R A

E D S

S A

N D

S G

R A

V E

L S

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

FIGURES TO RIGHT OF BORING

BORING SUFFIX

DESCRIPTIVE SYMBOLS

SYM

BOL

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

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 c o a rs e f ra c ti o n i s s ie v e s iz e s ie v e s iz e

(Little or

No fines)

(Appreciable

Amount of

Fines)

CLEAN

GRAVEL

WITH FINES

SAND

CLAYS

Limit

(Liquid

> 50)

< 50)

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

CONGLOMERATE

SANDSTONE

GRAYWACKE

COMPACTION SHALE

CEMENTED SHALE

COAL

LIMESTONE

DOLOMITE

CHALK (OR MARL)

CHERT

CAVITY

SILT AND

ORGANIC SILTS and organic silty clays of low plasticity

COLORS

LETTER

SYMBOL

SYM

BOL

DLC

SYMBOLS TO RIGHT OF BORING

ROCK CLASSIFICATION

CLASSIFICATION AND

DESCRIPTION OF ROCK

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

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

80 1000

For classification of fine-grained soils

CL-ML

N E

"A " L

PLASTICITY CHART

GROUP

S E

E N

T A

R Y R

O C

K S

Ground Surface Elev. G.S.E.

L.L. - LIQUID LIMIT

P .I P

L A

S T

Y I

N D

E X

BRG

GYB

GNG

Gyg

BLG

REDDISH RD

SAN

GRA

CON

CLA

SHA

CEM

COA

LIM

DOL

CHA

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

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

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

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

Reference: ASTM D 2487, Figure 3

UNIFIED SOIL CLASSIFICATION ASTM D 2487

CLAYSTONE OR SILTSTONE

per second of undisturbed sample.

GRN GRANITE

la rg e r th a n N o s m a ll e r th a n N o per second of sample remolded to the estimated natural void ratio.

A Denotes classification determined by process of drilling, no representative

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.

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

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

Water Surface Elev. W.S.E.

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

When underlined denotes D size in mm - ASTM C 136

"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 FORTHEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS

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

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 VISUAL

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS

ASTM C 136 METHOD FOR SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES.

ASTM D 1586 METHOD FOR PENETRATION TEST AND SPLIT-BARREL SAMPLING OF SOILS.

ASTM D 2166 TEST METHODS FOR UNCONFINED COMPRESSIVE STRENGTH OF COHESIVE SOIL.

ASTM D 2216 METHOD FOR LABORATORY DETERMINATION OF WATER (MOISTURE) CONTENT OF SOIL, ROCK, AND SOIL-AGGREGATE MIXTURES.

ASTM D 2487 CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES.

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.

ENGINEERING AND DESIGN, LABORATORY

SOILS TESTING, 30 NOVEMBER 1970

REVISED 20 AUGUST 1986

U.S. ARMY ENGINEER MANUAL (EM)

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

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14-NSUB1

PAYNESVILLE ROAD

ANNADA

MISSOURI

PIKE COUNTY

CALHOUN COUNTY

ILLINOIS

P I R

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LEGEND

EXPLORATION BORING

SETBACK CENTERLINE

CONSTRUCTION LIMITS

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BORING LOCATION PLAN

SCALE: 1" = 1000'

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L S P .E

AS ADVERTISED

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N 1256154.963 E 740048.005

11 MAR 14

39°16'58.584" 90°46'59.592"

14-BERM1

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470 470

THE DAY BORING WAS DRILLED.

1. INDICATED WATER LEVELS FROM MOSIER LANDING GAGE

NOTE:

FAT CLAY (CH).

FAT CLAY (CH), DARK BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE ORGANICS.

FAT CLAY (CH), DARK BROWN, MOIST, STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

FAT CLAY (CH), BROWN GRAY, MOIST, VERY STIFF, MOTTLED, WITH SILT, TRACE FINE SAND.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, VERY SOFT, HOMOGENEOUS, TRACE MEDIUM TO COARSE SAND.

CLAYEY SAND (SC).

LEAN CLAY (CL).

LEAN CLAY (CL), RED BROWN, MOIST, STIFF, HOMOGENEOUS.

FAT CLAY (CH).

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY BROWN, WET, VERY SOFT, MOTTLED, TRACE SAND.

LEAN CLAY (CL), GRAY BROWN, WET, SOFT, HOMOGENEOUS, WITH SILT.

POORLY GRADED SAND (SP), FINE, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, VERY LOOSE, HOMOGENEOUS, TRACE COARSE SAND.

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

BOTTOM OF HOLE.410.90

0.116

0.182

0.216

0.263

G.S.E. 442.40

10 LL DESCRIPTIONSPT D W PL

MR 434.70

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, TRACE FINE SAND, TRACE ORGANICS.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE GRAVEL.

FAT CLAY (CH), GRAY BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE MEDIUM SAND.

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, WITH FINE SAND.

FAT CLAY (CH), REDDISH BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, WITH FINE SAND.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, WET, MEDIUM STIFF, HOMOGENEOUS, WITH FINE TO MEDIUM SAND.

SILTY SAND (SM), FINE, SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS, TRACE CLAY.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, WET, STIFF, HOMOGENEOUS, WITH FINE TO MEDIUM SAND.

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS, TRACE CLAY.

POORLY GRADED SAND (SP).

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

WELL GRADED SAND WITH SILT (SW-SM).

WELL GRADED SAND WITH SILT (SW-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE COARSE GRAVEL.

BOTTOM OF HOLE.

410.70

0.219

0.185

0.087

G.S.E. 442.20

10 LL DESCRIPTIONSPT D W PL

MR 436.28

14-BERM2

N 1253867.491 E 740189.061

12 MAR 14

39°16'35.976" -90°46'57.72"

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470 470

THE DAY BORING WAS DRILLED.

1. INDICATED WATER LEVELS FROM MOSIER LANDING GAGE

NOTE:

FAT CLAY WITH GRAVEL (CH), BROWM, MOIST, MEDIUM STIFF, HOMOGENEOUS, WITH SILT.

FAT CLAY (CH).

FAT CLAY (CH), BROWM, MOIST, MEDIUM STIFF, HOMOGENEOUS, WITH SILT.

FAT CLAY (CH), BROWM, MOIST, MEDIUM STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWM, MOIST, SOFT, HOMOGENEOUS, WITH SILT.

FAT CLAY (CH).

FAT CLAY (CH), RED, MOIST, STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

LEAN CLAY (CL), RED, WET, SOFT, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM).

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

POORLY GRADED SAND (SP).

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

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

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

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

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

FRAGMENTS.

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

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

WELL GRADED SAND (SW).

WELL GRADED SAND (SW), FINE TO COARSE, SUBANGULAR TO SUBROUNDED; FINE TO COARSE; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS, WITH FINE GRAVEL, AND ROCK FRAGMENTS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE

COARSE SAND, TRACE FINE GRAVEL.

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

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

FAT CLAY (CH).

BEDROCK.

BOTTOM OF HOLE.323.30

0.110

0.177

0.144

0.228

0.256

0.279

0.249

0.256

0.220

0.444

0.225

0.186

G.S.E. 441.80

10 LL DESCRIPTIONSPT D W PL

MR 436.20

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

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

LEAN CLAY (CL), GRAY, MOIST, VERY SOFT, HOMOGENEOUS.

POORLY GRADED SAND (SP).

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

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

POORLY GRADED SAND WITH SILT (SP-SM).

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

POORLY GRADED SAND (SP).

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

BOTTOM OF HOLE.413.80

0.173

0.105

0.188

G.S.E. 443.80

10 LL DESCRIPTIONSPT D W PL

MR 435.97

14-BERM3

N 1252889.881 E 740262.144

18 MAR 14 24 MAR 14

N 1252033.047 E 743518.59

14-BERM4

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AS ADVERTISED

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470 470

THE DAY BORING WAS DRILLED.

1. INDICATED WATER LEVELS FROM MOSIER LANDING GAGE

NOTE:

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, TRACE SILT, AND ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SILT, AND ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SILT.

FAT CLAY (CH), GRAY RED, WET, VERY SOFT, HOMOGENEOUS, TRACE SILT.

POORLY GRADED SAND WITH SILT (SP-SM).

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

COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP).

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

BOTTOM OF HOLE.

411.50

0.110

0.226

0.248

G.S.E. 441.50

10 LL DESCRIPTIONSPT D W PL

MR 436.93

FAT CLAY (CH).

FAT CLAY (CH), BROWN, MOIST, VERY STIFF, HOMOGENEOUS, WITH ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE ORGANICS.

FAT CLAY (CH), BROWN, MOIST, STIFF, HOMOGENEOUS, WITH SILT, TRACE SAND.

FAT CLAY (CH), BROWN, MOIST, STIFF, HOMOGENEOUS, IRON OXIDE STAINING.

FAT CLAY (CH), BROWN, MOIST, VERY STIFF, HOMOGENEOUS, IRON OXIDE STAINING.

SANDY FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, IRON OXIDE STAINING.

SANDY FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, WITH SILT, IRON OXIDE STAINING.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM.

POORLY GRADED SAND (SP).

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

POORLY GRADED SAND WITH SILT (SP-SM).

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

POORLY GRADED SAND (SP).

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

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

BOTTOM OF HOLE.413.00

0.133

0.087

0.103

0.201

G.S.E. 443.00

10 LL DESCRIPTIONSPT D W PL

MR 436.83

14-BERM5

39°15'56.376" -90°46'14.772"

17 MAR 14

N 1249839.252 E 743562.382

14-BERM6

N 1247767.288 E 743487.443

21 MAR 14

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470 470

THE DAY BORING WAS DRILLED.

1. INDICATED WATER LEVELS FROM MOSIER LANDING GAGE

NOTE:

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

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, MOIST, VERY LOOSE, HOMOGENEOUS, WITH SAND, AND SILT.

LEAN CLAY (CL), BROWN, WET, VERY LOOSE, HOMOGENEOUS.

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

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

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

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, LOOSE, HOMOGENEOUS, WITH COARSE SAND, AND FINE

GRAVEL.

BOTTOM OF HOLE.

411.10

0.081

0.160

G.S.E. 441.10

10 LL DESCRIPTIONSPT D W PL

MR 436.40

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, WITH ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SILT.

SANDY LEAN CLAY (CL).

SANDY LEAN CLAY (CL), FINE; BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SILT.

POORLY GRADED SAND WITH SILTY CLAY (SP-SC), FINE.

POORLY GRADED SAND WITH SILTY CLAY (SP-SC), BROWN, MOIST, SOFT, HOMOGENEOUS.

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

SILTY SAND (SM).

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

SILT (ML), GRAY, WET, VERY SOFT, HOMOGENEOUS, TRACE FINE SAND.

SILT (ML), BROWN, SATURATED, VERY LOOSE, HOMOGENEOUS, TRACE FINE SAND.

SILTY SAND (SM), FINE; GRAY, WET, VERY SOFT, HOMOGENEOUS.

CLAY LENSES, LAMINATED.

POORLY GRADED SAND (SP), FINE TO COARSE, SUBANGULAR; BROWN, SATURATED, VERY LOOSE, HOMOGENEOUS.

SILTY SAND (SM).

SILTY SAND (SM), FINE; BROWN, WET, VERY SOFT, HOMOGENEOUS.

LEAN CLAY (CL), GRAY, WET, VERY SOFT, HOMOGENEOUS, TRACE SILT, TRACE SAND.

POORLY GRADED SAND (SP).

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

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

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

BOTTOM OF HOLE.411.40

0.216

0.220

0.075

0.166

G.S.E. 441.40

10 LL DESCRIPTIONSPT D W PL

MR 436.86

14-BERM7

N 1245508.457 E 744467.93

20 MAR 14

39°15'15.2712" -90°46'3.7668"

14-NSUB1

19 MAR 14

N 1253885.885 E 739397.811

A T R

E H

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E Z P

R O

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M A

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B-204

P U

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T R

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M -E

M P -1

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B E

S T L

O U

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B O

G L

O G S

H E

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W P -1

-B -0

M -E

M P -1

L S P .E

AS ADVERTISED

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C H

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K E

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

440440

440 4

0 440

445 445

450 450

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-104

N 1,256,468

E 730,888

N 1,256,423

E 730,655

N 1,255,541

E 730,794

N 1,255,720

E 731,037

MEANDER RESTORATION 1 CENTERLINE

CONSTRUCTION LIMITS

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

SITE PLAN

SCALE: 1" = 100'

100' 200'0

H A

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C-101

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M -E

M P -1

L S P .E

N E

E P

L A

POB

STA 10

+00

M R

MR 1 1

5+00

STA 15+

56.79

STA 1

8+9

1.5

STA

+1 7.

STA

+4 4.

STA 26+05.79

A T

N N

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N E

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SHEET ID

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US Army Corps

U .S

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440 440

440440

440 440 440 440

440 440

440440

440440440

440440

445 445 445 445 445 445 445 445 445 445 445

450 450 450 450

450 450 450 450 450

450450450450450450450450450450450

445 445 445 445 445 445 445 445 445

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

M A

T C

H L

E S

E E S

H E

E T C -1

MATCHLINE - SEE SHEET C-106

MEANDER RESTORATION 6 CENTERLINE

BERM DEGRADE 9 CENTERLINE

P O

B S

T A

P O

T A

5 CENTERLINE

MEANDER RESTORATION

BERM DEGRADE LIMITS

N 1,256,262

E 736,611 N 1,256,253

E 736,398

N 1,255,187

E 736,725

N 1,255,294

E 736,366

N 1,255,137

E 736,881

N 1,255,670

E 737,429

N 1,256,162

E 738,083

N 1,255,965

E 738,260

N 1,255,523

E 737,784

STA 19+37.29

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

SITE PLAN

SCALE: 1" = 100'

100' 200'0

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C-102

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L S P .E

AS ADVERTISED

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BD 9

5+0

BD 9

10+

MR 6 2

0+00

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SHEET ID

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US Army Corps

U .S

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P S O

F E

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0 440

440440

440 440

440 440 44

440440440440

445 445 445 445

445 445 445

450 450 450 450 450 450

450 450

450450450450450450450450

440440440

445445445

445 445

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-107

M A

T C

H L

E S

E E S

H E

E T C -1

BERM SETBACK CENTERLINE

P O

B S T

POB

STA 0

+00

BD 11 10+00

BD 11 5+00

P I

STA 13+58.99

T A

STA 27+83.26

P I

S T

P I

S T A 3+39.80

BERM DEGRADE LIMITS

CONSTRUCTION LIMITS

N 1,256,298

E 740,311

N 1,256,130

E 740,363 N 1,256,089

E 740,146

N 1,256,288

E 740,025

N 1,255,523

E 739,531

N 1,255,242

E 739,434

BERM CROWN

BERM TOE

STABILITY BERM TOE

BERM DEGRADE 11 CENTERLINE

BERM DEGRADE LIMITS

B S

BS 25+00

STABILITY BERM

MAINTAIN AT ALL TIMES

NORTH LANDOWNER ACCESS

PARKING AREA

BERM ACCESS RAMP 2

BERM ACCESS RAMP 1

OF EAGLE NEST

APPROX. LOCATION

EAGLES NEST

660' BUFFER FROM

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C-103

K S P

W P -1

-B -0

M -E

M P -1

AS ADVERTISED

L S P .E

GENERAL SHEET NOTES

EAGLE'S NEST.

NO PERSONEL OR EQUIPTMENT SHALL BE WITHIN 660' BUFFER OF THE 1.

J U

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BS 20+00

C-401

C-405

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

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P S O

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E E

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440 440 4

440 440

44044

440 440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-109

MATCHLINE - SEE SHEET C-101

M A

T C

H L

- S

E E S

H E

E T C -1

MEANDER RESTORATION 1 CENTERLINE

MEANDER RESTORATION 3 CENTERLINE

P I S

T A .0

P I

S T A .6

P I

S T

CONSTRUCTION LIMIT

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

CONSTRUCTION LIMIT

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

M R 0+

M R

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100' 200'0

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C-104

K S P

W P -1

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M -E

M P -1

L S P .E

AS ADVERTISED

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SHEET ID

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U .S

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P S O

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44044

440 440

0 4

440440

440 4

440 44

440 4

440440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-110

M A

T C

H L

E S

E E S

H E

E T C -1

M A

T C

H L

- S

E E S

H E

E T C -1

MEANDER RESTORATION 2 CENTERLINE

MEANDER RESTORATION 1 CENTERLINE

MEANDER RESTORATION 3 CENTERLINE

MEANDER RESTORATION 4 CENTERLINE

M A

T C

H L

- S

E E S

H E

E T C -1

P I

S T A 3+

POB

STA 1

STA

+4 9.

P O

B S T

M R

M R 5+

M R 0+

2 3

MR 2 25+00

N 1,255,003

E 733,339

N 1,254,802

E 733,189

N 1,254,283

E 733,886

N 1,254,400

E 734,191

N 1,254,091

E 733,584

N 1,253,617

E 733,944

N 1,253,405

E 734,279

N 1,253,808

E 733,501

N 1,253,980

E 733,313

N 1,253,782

E 735,461

N 1,253,709

E 735,226

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

CONSTRUCTION LIMITS

CONSTRUCTION LIMIT

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

M R

M R 0+

P O E

S T A 0+

STA 48+29.96

P I S T

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

E N

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SCALE: 1" = 100'

100' 200'0

M E

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C E C

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U G

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M O

P U

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E E

S T L

O U

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H A

N K

S P

C-105

K S P

W P -1

-B -0

M -E

M P -1

AS ADVERTISED

L S P

N E

E P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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E E

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440 440

440440440440440

440 440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-111

M A

T C

H L

E S

E E S

H E

E T C -1

MATCHLINE - SEE SHEET C-102

M A

T C

H L

- S

E E S

H E

E T C -1

MEANDER RESTORATION 6 CENTERLINE

MEANDER RESTORATION 5 CENTERLINE

P I

STA

+3 4.7

STA 30+36.81

POE

STA

+3 4.7

P I

S T

P I

S T

STA 4

1+ .78

M R

6 2

M R

6 3

M R 5+

B D

M R 0+

B D

N 1,255,049

E 736,290

N 1,254,874

E 736,823

N 1,253,943

E 737,424

N 1,253,886

E 736,847

N 1,253,752

E 736,821

N 1,254,844

E 737,837

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

CONSTRUCTION LIMIT

BERM DEGRADE LIMITS

BERM DEGRADE 9 CENTERLINE

BERM DEGRADE LIMITS

BERM DEGRADE 10 CENTERLINE

BERM DEGRADE LIMITS

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

E N

U M

B E

SITE PLAN

SCALE: 1" = 100'

100' 200'0

M E

A N

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B A

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H A

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H A

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M E

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O U

M O

P U

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S T L

O U

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H A

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S P

C-106

K S P

W P -1

-B -0

M -E

M P -1

L S P .E

AS ADVERTISED

J U

N E

E P

A T

N N

D E

N E

D B

D E

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M A

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S U

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D B

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C O

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U E D

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SHEET ID

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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440 440

440440

440 440 440 440 440 4

440440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-112

M A

T C

H L

E S

E E S

H E

E T C -1

MATCHLINE - SEE SHEET C-103

M A

T C

H L

- S

E E S

H E

E T C -1

BERM SETBACK CENTERLINE

MEANDER RESTORATION 5 CENTERLINE

MEANDER RESTORATION 7 CENTERLINE

REMOVE EXISTING STORM DRAINAGE STRUCTURE

M R 5+

B D

BD 11 20+00

BD 11 25+00

BD 11 15+00

P O

S T

P I

S T

P I

S T

P I

S T

P O

S T

P O

S T

P I

S T

P I

53+12.74

POE

STA 26+83.26

POB

STA 0+00.00

N 1,254,904

E 739,391

N 1,253,990

E 739,709

N 1,253,655

E 740,330

N 1,253,957

E 740,341 N 1,253,950

E 741,102

N 1,253,635

E 741,119

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

AND TOP OF BANK

MEANDER RESTORATION BOTTOM

BERM TOE

BERM CROWN

BERM TOE

BERM TURNOUT 1

BERM DEGRADE LIMITS

BERM DEGRADE 11 CENTERLINE

BERM DEGRADE LIMITS

BERM DEGRADE 10 CENTERLINE

BERM DEGRADE LIMITS

BERM DEGRADE 9 CENTERLINE

STABILITY BERM

BS 30+0

BS 3

5+0

BS 4

5+0

BS 4

0+0

EAGLES NEST

E N

U M

B E

SITE PLAN

SCALE: 1" = 100'

100' 200'0

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

H A

N K

S P

C-107

K S P

W P -1

-B -0

M -E

M P -1

L S P .E

EAGLE'S NEST.

NO PERSONEL OR EQUIPTMENT SHALL BE WITHIN 660' BUFFER OF THE 1.

GENERAL SHEET NOTES

J U

N E

E P

L A

C-501

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

M A

T C

H L

- S

E E S

H E

E T C -1

MATCHLINE - SEE SHEET C-113

P O

S T

P I

S T A 1+21.27

STA 1+75.37

CONSTRUCTION LIMITS

N 1,253,846

E 743,543

N 1,253,657

E 743,803

F L O

W M

P I R

E R

BERM DEGRADE 14 CENTERLINE

BERM DEGRADE LIMITS

EAGLES NEST

L S P

E N

U M

B E

SITE PLAN

SCALE: 1" = 100'

100' 200'0

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

H A

N K

S P

C-108

K S P

W P -1

-B -0

M -E

M P -1

AS ADVERTISED

EAGLE'S NEST.

NO PERSONEL OR EQUIPTMENT SHALL BE WITHIN 660' BUFFER OF THE 1.

GENERAL SHEET NOTES

J U

N E

E P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

440440

0 4

440 4

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-104

M A

T C

H L

- S

E E S

H E

E T C -1

MEANDER RESTORATION 3 CENTERLINE

POB

STA 10+00.00

T A

T A .3

MR 3 35+00

M R

M R 3 20+00

MR 3 15+00

CONSTRUCTION LIMITS

N 1,252,082

E 730,987

N 1,252,197

E 730,772

N 1,253,113

E 731,265

N 1,252,798

E 732,448

N 1,253,079

E 732,429BOTTOM AND TOP OF BANK

L S P

E N

U M

B E

SITE PLAN

SCALE: 1" = 100'

100' 200'0

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

H A

N K

S P

C-109

K S P

W P -1

-B -0

M -E

M P -1

AS ADVERTISED

J U

N E

E P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

440 4

0440440440

440 440

440440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-105

M A

T C

H L

- S

E E S

H E

E T C -1

M A

T C

H L

- S

E E S

H E

E T C -1

MEANDER RESTORATION 1 CENTERLINE

MEANDER RESTORATION 4 CENTERLINE

MEANDER RESTORATION 2 CENTERLINE

STA 6

2+2

6.9

P I

S T A 1+

P O

E S

T A

P I

S T

P I

S T A .3

P I

S T A 9+

M R

M R 0+

4 2

4 1

CONSTRUCTION LIMITS

LIMITS

CONSTRUCTION

N 1,251,812

E 735,895

N 1,252,399

E 735,397

N 1,252,978

E 734,712

N 1,253,069

E 734,171

N 1,253,211

E 733,931

N 1,253,139

E 734,964

N 1,252,436

E 735,769

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

L S P

E N

U M

B E

SITE PLAN

SCALE: 1" = 100'

100' 200'0

M E

A N

D E

R R

E S

T O

R A

B E

R M S

E T

B A

C K

B E

R M D

E G

R A

D E

H A

N N

E L

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

S T L

O U

M O

P U

R C

E S

T R

E E

S T L

O U

T R

H A

N K

S P

C-110

K S P

W P -1

-B -0

M -E

M P -1

AS ADVERTISED

J U

N E

E P

M-EMP-15_G-001

M-EMP-15_G-002

M-EMP-15_G-003

M-EMP-15_G-101

M-EMP-15_G-102

M-EMP-15_B-001

M-EMP-15_B-101

M-EMP-15_B-201

M-EMP-15_B-202

M-EMP-15_B-203

M-EMP-15_B-204

M-EMP-15_C-101

File details come from the government source that posted it.