A2 Drawings LS Shoreline Protection As-Advertised Plan Reduced.pdf

PROJECT LOCATION

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SHELBY AND MOULTRIE COUNTIES, ILLINOIS

KASKASKIA RIVER

SHORELINE PROTECTION PROJECT

LAKE SHELBYVILLE

W912P9-22-R-0027

JUNE 2022

W912P9-22-C-XXXX

ST. LOUIS DISTRICT

LAKE SHELBYVILLE HYDROGRAPHSR-201

REFERENCE

TYPICAL SECTIONSC-401

WILBURN CREEK STAGING AREAC-117

BO WOOD STAGING AREAC-116

OPOSSUM CREEK STAGING AREAC-115

PLAN: LOCATIONS 55-58C-114

PLAN: LOCATIONS 51-54C-113

PLAN: LOCATIONS 44-50C-112

PLAN: LOCATIONS 37-43C-111

PLAN: LOCATIONS 33-36C-110

PLAN: LOCATIONS 28-32C-109

PLAN: LOCATIONS 24-27C-108

PLAN: LOCATIONS 20-23C-107

PLAN: LOCATIONS 18-19C-106

PLAN: LOCATIONS 15-17C-105

PLAN: LOCATIONS 11-14C-104

PLAN: LOCATIONS 9-10C-103

PLAN: LOCATIONS 5-8C-102

PLAN: LOCATIONS 1-4C-101

CIVIL

GENERAL SITE PLANG-101

SYMBOLS, ABBREVIATIONS, NOTES AND PROJECT LOCATIONSG-002

COVER, INDEX AND VICINITYG-001

GENERAL

SHEET TITLENUMBER

SHEET

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

KY

M I S S O U R I

IOWA

JEFFERSON CITY

R

UNION

ALTONM

I S S

O U

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I RIVER

UIVR

E

C

MARK TWAIN

LAKE

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MERA

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B L

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K R

LAKE

WAPPAPELLO

REND

LAKE

BIG

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OHIO

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VER

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CARLYLE

LAKE

LAKE

SHELBYVILLE

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M I S S I S S I P P I

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RIVE

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LEGEND

DISTRICT BOUNDARIES

L/D

L/D

L/D

L/D

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SIPPI

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NORTH

DISTRICT AOR

RIVERS AND STREAMS

METROPOLITAN AREAS

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

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A14

VICINITY MAP

SCALE: NTS

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DRAWING NAME

1/8" = 1' 0"

Wilborn Creek South 458

Wilborn Creek South 357

Wilborn Creek South 256

Wilborn Creek South 155

Wilborn Creek Shelf 454

Wilborn Creek Shelf 353

Wilborn Creek Shelf 252

Wilborn Creek 151

Okaw Bluff 1D50

Okaw Bluff 1C49

Okaw Bluff 1B48

Okaw Bluff 1A47

Sullivan Marina 2B46

Sullivan Marina 2A45

Sullivan Marina 144

Bo Wood Area 5B43

Bo Wood Area 5A42

Bo Wood 1B41

Bo Wood 1A40

West Slaughter House C39

West Slaughter House B38

West Slaughter House A37

Alternate Stone Placement SiteSullivan Beach36

Fin and Feather 235

Fin and Feather 1B34

Fin and Feather 1A33

Camp Camfield 2C32

Camp Camfield 2B31

Camp Camfield 2A30

Camp Camfield 1B29

Camp Camfield 1A28

Area F 1B27

Area F 1A26

Liberty Point Prairie 1B25

Liberty Point Prairie 1A24

Coalshaft South23

Coalshaft North 322

Coalshaft North 221

Coalshaft North 120

Wolf Creek Cemetary South19

Wolf Creek Cemetary North18

Lone Point Hill Prairie17

Lone Point 216

Lone Point 115

Coon Creek E-Leg14

Coon Creek D-Leg13

Coon Creek A-Leg 212

Coon Creek A-Leg 111

Opossum Creek South 1B10

Opossum Creek South 1A9

Country Club Cove8

Lithia Springs D-Leg7

Lithia Springs A-Leg6

Alternate Stone Placement SiteLithia Springs Beach5

Dam West High Water4

Dam West Boat Ramp 13

Dam East B2

Dam East A1

ADDITIONAL NOTES LOCATION NAMELOCATION NUMBER

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WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

SPECIFICATIONSSPEC

SIMILARSIM

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

NOT TO SCALENTS

NUMBERNO.

MISCELLANEOUSMISC

MINIMUMMIN

MAXIMUMMAX

LONGLG

INSIDE FACEIF

HEIGHTHT

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

APPROXIMATEAPPROX

COMMENCEMENT OF WORK ON THOSE FEATURES.

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO

EXTENTS IN THE FIELD FOR APPROVAL BY THE

CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND

AERIAL IMAGERY; THEY ARE APPROXIMATE ONLY. THE

LOCATIONS WERE TAKEN FROM HAND-HELD GPS OR FROM 6.

IMAGERY WAS ACQUIRED.

SITE CONDITIONS MAY HAVE CHANGED SINCE AERIAL 5.

NGVD 29.

UNLESS NOTED OTHERWISE VERTICAL ELEVATIONS ARE IN 4.

PLANE, NAD 83, U.S. SURVEY FEET.

HORIZONTAL COORDINATES ARE IN ILLINOIS EAST STATE 3.

REQUIREMENTS.

IN ACCORDANCE WITH OSHA AND EM 385-1-1

ALL WORK AROUND HIGH VOLTAGE POWERLINES SHALL BE 2.

.EXPENSE

DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR’S

CAUSED BY THE CONTRACTOR’S NEGLIGENCE. THE

RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES

BENCHES OR EXCAVATION PITS. CONTRACTOR IS

STAGING AREAS THAT WOULD BE IMPACTED BY ANY

POTENTIAL UTILITIES LOCATED NEAR THE IDENTIFIED

ILLINOIS ONE CALL SYSTEM (JULIE) AT 811 REGARDING ANY

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING 1.

GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTES

N

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

X-XXX

SCALE

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

DRAWING/DETAIL LIMITS

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

DETAIL DESIGNATION

SHEET NUMBER DESIGNATION WHERE

(DRAWN) SHOWN

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

ELEVATION/DETAIL LOCATION DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

INDICATES TRUE NORTH

NORTH ARROW

BREAK LINE, MATERIAL

TO CONTINUE

KEYNOTE

NOT USED ON SHEETKEYNOTE

REVISION DESIGNATION

REVISION CLOUD

LIMITS OF WORK

FILL

CUT

ROADS

LIMITS OF RIPRAP

PROJECT LOCATIONS

BREAKWATER CENTERLINE

VARIES

15'

.2

M

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6'

2'

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1H:1V

1.5' ABOVE NORMAL POOL

NORMAL POOL=EL 599.7

APPROX EXISTING BREAKWATER

PROPOSED BREAKWATER

GRADATION RR-5 RIPRAP

EXISTING GROUND

C/L

CALLOUTS

LEGEND

SHEET KEYNOTES

SHORELINE.

CENTER TO THE ENDPOINT FURTHEST AWAY FROM THE

TAPERS DOWN IN ELEVATION FROM THE APPROXIMATE

CENTER. THE EXISTING "SULLIVAN BEACH" STRUCTURE

ELEVATION FROM THE ENDPOINTS TO THE APPROXIMATE

SPRINGS BEACH" STRUCTURE TAPERS DOWN IN

STONE PLACEMENT SITES VARY. THE EXISTING "LITHIA

SPRINGS BEACH" AND "SULLIVAN BEACH" ALTERNATE

THE EXISTING CROWN ELEVATIONS FOR THE "LITHIA 1.

GENERAL SHEET NOTES

2H:1V1H:1V

1.5' ABOVE NORMAL POOL

NORMAL POOL= EL 599.7

ON GEOTEXTILE

GRADATION RR-4 RIPRAP

EXISTING GROUND

C/L

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A1

TYPICAL SECTION - BREAKWATER

SCALE: NTS

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PLACEMENT

TYPICAL SECTION - ALTERNATE STONE

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A1

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GAGE ZERO (NGVD29): 0.00 FT