01_2023_Cedar-Point_FinalPlans_ForSolicitation.pdf

PDF 17 MB Posted Aug 10, 2023

Attached to: CEDAR POINT DIKES CONSTRUCTION/MAINTENANCE IN THE MISSISSIPPI RIVER
Solicitation number: W912EQ23B0009
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

About this file

Written by GovTribe AI · Dec 20, 2023

This solicitation is for the construction and maintenance of dikes along the Mississippi River. The U.S. Army Corps of Engineers Engineering District Memphis is seeking bids to perform work including construction, repair, and reinforcement of existing flood control structures near Cedar Point. The solicitation number is W912EQ23B0009 and bids are due by January 31, 2023. The contract is set to be awarded by March 15, 2023 and will have a one year period of performance beginning April 1, 2023. The solicitation calls for bids on all aspects of dike construction and maintenance work along a 15 mile stretch of the river. Pricing should be provided as firm fixed prices for construction tasks and hourly rates for maintenance work as needed throughout the one year contract period.

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File	Type	Posted
ABSTRACT 14SEP23.pdf	PDF	Sep 14, 2023
C04_Bid Abstract_23B0009_12SEP23.xlsx	XLSX spreadsheet	Sep 14, 2023
02_2023_Cedar-Point_FinalPlans_ForSolicitation(s).pdf	PDF	Aug 10, 2023

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APPROVED BY:

THIS PROJECT WAS DESIGNED BY THE

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGIS-

TRATION DESIGNATIONS OF INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOY-

MENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOM-

MENDATION OF ALL DRAWINGS IN THIS SET.

CHIEF ENGR & CONST DIVISION

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

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, T N

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US Army Corps of Engineers

T P2

N O

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

MEMPHIS DISTRICT

MISSISSIPPI RIVER CHANNEL IMPROVEMENT

CEDAR POINT DIKES CONSTRUCTION/MAINTENANCE

TIPTON COUNTY, TENNESSEE

RIVER MILE 759 L

W912EQ-23-B-XXXX

W912EQ-23-C-XXXX

JULY 2023

USACE SIGNATURE BLOCK AREA

US Army Corps of Engineers ®

U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

VICINITY MAP

INDEX OF DRAWINGS

COVER SHEET

LOCATION, LEGEND, AND ABBREVIATIONS

G-001 G-002

NO.

G-001

C O

S H

L_ C

_P O

D \2

.D W

:5 8:

/2 7/

_N C

S_ 4_

M O

N O

PLAN VIEWC-101

CEDAR POINT DIKE 2 PLAN & PROFILEC-102

CEDAR POINT DIKE 3 PLAN & PROFILEC-103

CEDAR POINT DIKE 3T PLAN & PROFILEC-104

SECTION VIEWSC-301

DIKE STANDARD DETAILSC-501

STAGE HYDROGRAPH - MEMPHIS GAGEX-101

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

S O

T P2

N O

AutoCAD SHX Text

50 MILES

AutoCAD SHX Text N

AutoCAD SHX Text L E G E N D

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MEMPHIS

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CRITTENDEN

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MISSISSIPPI

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ST. FRANCIS

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CRAIGHEAD

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POINSETT

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CROSS

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LEE

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GREENE

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CLAY

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RANDOLPH

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LAWRENCE

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SHARP

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FULTON

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IZARD

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BAXTER

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STONE

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INDEPENDENCE

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CLEBURNE

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FAULKNER

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WHITE

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WOODRUFF

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JACKSON

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DREW

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LONOKE

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PULASKI

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ARKANSAS

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JEFFERSON

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MONROE

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PHILLIPS

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CLEVELAND

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LINCOLN

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DESHA

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LEE

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DE SOTO

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MARSHALL

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BENTON

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TIPPAH

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ALCORN

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PRENTISS

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UNION

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TATE

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TUNICA

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PANOLA

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COAHOMA

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QUITMAN

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TALLAHATCHIE

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BOLIVAR

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GRENADA

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YALOBUSHA

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CALHOUN

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LAFAYETTE

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PONTOTOC

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CHICKASAW

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MONROE

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ITAWAMBA

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LEFLORE

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CLAY

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WEBSTER

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CARROLL

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SUNFLOWER

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LOWNDES

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MONT- GOMERY

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LAKE

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OBION

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WEAKLEY

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HENRY

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DYER

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GIBSON

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CARROLL

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BENTON

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LAUDERDALE

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HAYWOOD

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CROCKETT

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MADISON

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HENDERSON

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SHELBY

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FAYETTE

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HARDEMAN

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CHESTER

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MC NAIRY

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DECATUR

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HARDIN

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TIPTON

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FULTON

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HICKMAN

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CARLISLE

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BALLARD

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MC CRACKEN

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CRITTENDEN

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LIVINGSTON

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GRAVES

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MARSHALL

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LYON

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CALLOWAY

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MISSISSIPPI

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WRIGHT

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TEXAS

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SHANNON

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DOUGLAS

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OZARK

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HOWELL

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OREGON

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CARTER

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REYNOLDS

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CRAWFORD

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WAYNE

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MADISON

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CAPE GIRARDEAU

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ROLLINGER

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SCOTT

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STODDARD

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BUTLER

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RIPLEY

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NEW MADRID

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PEMISCOT

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DUNKLIN

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UNION

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ALEXANDER

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PULASKI

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MASSAC

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POPE

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JOHNSON

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PRAIRIE

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AutoCAD SHX Text Sheridan

AutoCAD SHX Text Rison

AutoCAD SHX Text Star City

AutoCAD SHX Text Monticello

AutoCAD SHX Text Arkansas City

AutoCAD SHX Text De Witt

AutoCAD SHX Text Helena

AutoCAD SHX Text Marianna

AutoCAD SHX Text De Valls Bluff

AutoCAD SHX Text Clarendon

AutoCAD SHX Text Forrest City

AutoCAD SHX Text Des Arc

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Conway

AutoCAD SHX Text Searcy

AutoCAD SHX Text Heber Springs

AutoCAD SHX Text Clinton

AutoCAD SHX Text Mountain View

AutoCAD SHX Text Melbourne

AutoCAD SHX Text Batesville

AutoCAD SHX Text Augusta

AutoCAD SHX Text Ash Flat

AutoCAD SHX Text Salem

AutoCAD SHX Text Newport

AutoCAD SHX Text Walnut Ridge

AutoCAD SHX Text Pocahontas

AutoCAD SHX Text Corning

AutoCAD SHX Text Piggott

AutoCAD SHX Text Paragould

AutoCAD SHX Text Lake City

AutoCAD SHX Text Jonesboro

AutoCAD SHX Text Osceola

AutoCAD SHX Text Wynne

AutoCAD SHX Text Marion

AutoCAD SHX Text West Memphis

AutoCAD SHX Text Stuttgart

AutoCAD SHX Text Lonoke

AutoCAD SHX Text Pine Bluff

AutoCAD SHX Text Warren

AutoCAD SHX Text Blytheville

AutoCAD SHX Text Kennett

AutoCAD SHX Text Carutherville

AutoCAD SHX Text Jackson

AutoCAD SHX Text Charleston

AutoCAD SHX Text New Madid

AutoCAD SHX Text Bloomfield

AutoCAD SHX Text Marble Hill

AutoCAD SHX Text Benton

AutoCAD SHX Text Cape Girardeau

AutoCAD SHX Text Poplar Buff

AutoCAD SHX Text Doniphan

AutoCAD SHX Text Greenville

AutoCAD SHX Text Van Buren

AutoCAD SHX Text Eminence

AutoCAD SHX Text Alton

AutoCAD SHX Text West Plains

AutoCAD SHX Text Houston

AutoCAD SHX Text Gainesville

AutoCAD SHX Text Centerville

AutoCAD SHX Text Dyersburg

AutoCAD SHX Text Ripley

AutoCAD SHX Text Covington

AutoCAD SHX Text Brownsville

AutoCAD SHX Text Alamo

AutoCAD SHX Text Trenton

AutoCAD SHX Text Dresden

AutoCAD SHX Text Union City

AutoCAD SHX Text Paris

AutoCAD SHX Text Huntington

AutoCAD SHX Text Camden

AutoCAD SHX Text Lexington

AutoCAD SHX Text Decaturville

AutoCAD SHX Text Benton

AutoCAD SHX Text Wickliffe

AutoCAD SHX Text Bardwell

AutoCAD SHX Text Hickman

AutoCAD SHX Text Mayfield

AutoCAD SHX Text Paducah

AutoCAD SHX Text Murray

AutoCAD SHX Text Eddyville

AutoCAD SHX Text Smithland

AutoCAD SHX Text Marion

AutoCAD SHX Text Tiptonville

AutoCAD SHX Text Cairo

AutoCAD SHX Text Mound City

AutoCAD SHX Text Vienna

AutoCAD SHX Text Metropolis

AutoCAD SHX Text Golconda

AutoCAD SHX Text Somerville

AutoCAD SHX Text Bolivar

AutoCAD SHX Text Selmer

AutoCAD SHX Text Savannah

AutoCAD SHX Text Henderson

AutoCAD SHX Text Jackson

AutoCAD SHX Text Hernando

AutoCAD SHX Text Senatobia

AutoCAD SHX Text Holly Springs

AutoCAD SHX Text Ashland

AutoCAD SHX Text Ripley

AutoCAD SHX Text Corinth

AutoCAD SHX Text Iuka

AutoCAD SHX Text Booneville

AutoCAD SHX Text New Albany

AutoCAD SHX Text Fulton

AutoCAD SHX Text Tupelo

AutoCAD SHX Text Pontotoc

AutoCAD SHX Text Oxford

AutoCAD SHX Text Batesville

AutoCAD SHX Text Sardis

AutoCAD SHX Text Tunica

AutoCAD SHX Text Marks

AutoCAD SHX Text Charleston

AutoCAD SHX Text Summer

AutoCAD SHX Text Clarksdale

AutoCAD SHX Text Grenada

AutoCAD SHX Text Water Valley

AutoCAD SHX Text Coffeeville

AutoCAD SHX Text Pittsboro

AutoCAD SHX Text Houston

AutoCAD SHX Text Okolona

AutoCAD SHX Text Aberdeen

AutoCAD SHX Text Rosedale

AutoCAD SHX Text Cleveland

AutoCAD SHX Text Walthall

AutoCAD SHX Text Memphis

AutoCAD SHX Text Earle

AutoCAD SHX Text Parkin

AutoCAD SHX Text Little Rock

AutoCAD SHX Text

TISHOMINGO

AutoCAD SHX Text Harrisburg

AutoCAD SHX Text Mountain Home

AutoCAD SHX Text Norfork Lake

AutoCAD SHX Text Greers Ferry Lake

AutoCAD SHX Text Lake Conway

AutoCAD SHX Text Peckerwood Lake

AutoCAD SHX Text Arkabutla Lake

AutoCAD SHX Text Sardis Lake

AutoCAD SHX Text Enid Lake

AutoCAD SHX Text Grenada Lake

AutoCAD SHX Text Pickwick Lake

AutoCAD SHX Text Reelfoot Lake

AutoCAD SHX Text Kentucky Lake

AutoCAD SHX Text Lake Wappapello

AutoCAD SHX Text Horseshoe Lake

AutoCAD SHX Text Porter Lake

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MISSOURI

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ARKANSAS

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TENNESSEE

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KENTUCKY

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TENNESSEE

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MISSISSIPPI

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MISSISSIPPI

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ARKANSAS

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MISSOURI

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ILLINOIS

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KENTUCKY

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KENTUCKY

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MISSOURI

GENERAL NOTES:

DESCRIPTIONBENCH

MARKS

TABULATION OF BENCHMARKS

ELEVATION

SG 757.8L UTM ZONE 15 (X,Y) = 2530184.98, 12873326.64ELEV.: 226.69'

1. WORKSIDE THROUGHOUT PROJECT IS LEFT BANK AS DEFINED BY LOOKING DOWNSTREAM.

2. HORIZONTAL DATA WAS COMPUTED USING THE NORTH AMERICAN DATUM OF 1983 (NAD83)

AND UNIVERSAL TRANSVERSE MERCATOR ZONE 15 IN U.S. SURVEY FEET. VERTICAL DATA

WAS COMPUTED USING THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) IN

U.S. SURVEY FEET.

3. SEE DRAWING C-101 FOR EXISTING SURVEY CONTROL AND PROPOSED BASELINE

COORDINATES, SEE THIS SHEET FOR BENCHMARK INFORMATION.

4. FOR FURTHER INFORMATION REGARDING BENCHMARKS, CONTACT THE MEMPHIS

DISTRICT'S U.S. ARMY CORPS OF ENGINEERS GEOSPATIAL OFFICE.

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

SCALE: 1" = XXX'

SUPPLEMENTAL INFORMATION

DETAIL/SECTION A

99/999

DETAIL/SECTION

SCALE: 1" = XXX'

TOP FRONT SIDE

ELEVATION SECTION A

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

2 2

ABBREVIATIONS

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

LEVEE BASELINE

CONCRETE

DIAMETER

BOT

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

LCB

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UNGD

FES FLARED END SECTION WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

SHEETPILE

BORING LOCATION

AND NUMBER

LEVEE

EXISTING GAS

EXISTING FENCE

EXISTING

OVERHEAD P0WER

WATERMAIN

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING COMMUN.

LINE (TELEPHONE)

EXISTING CABLE

(COAXIAL T.V.)

RIGHT OF WAY

LIMIT OF

CONSTRUCTION

EASEMENT

EXISTING CULVERT

PIPE

C/E

POWER POLE

LEVEE BASELINE

R/W

LOCUST CREEK BASELINE

EME EXCAVATED MATERIAL

EMBANKMENT

CMP CORRUGATED METAL PIPE

SAN

C T V

C P

99/999

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

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N M

C H

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N S

T, B

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US Army Corps of Engineers

T P2

N O

PROJECT LOCATION MAP

0 1 MILE 1.5 MILE

G-002

N , L

D , A

N D

O N

L_ C

_P O

D \2

.D W

:5 9:

/2 7/

_N C

S_ 4_

M O

N O

SG 760.0L UTM ZONE 15 (X,Y) = 2536784.88, 12882430.46ELEV.: 230.79'

DIKE CONSTRUCTION/

MAINTENANCE AREA W

Q -2

3- C

-X

2E Q

-2 3-

B-

S O

T P2

N O

AutoCAD SHX Text 97-41M

AutoCAD SHX Text

758.0

759.0

ELEV: 226.69

SG 757.8L

N: 12873326.64 E: 2530184.98

ELEV: 230.79

SG 760.0L

N: 12882430.46 E: 2536784.88

13013013

160160

180 150

00 500' 1000'

1" = 500'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN APRIL 2021.

6. 2021 ZERO LWRP:189.15

PLAN VIEWA1

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

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C H

D B

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B Y:

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C-101

L_ C

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TENNESSEE

TIPTON COUNTY

DIKE 1

RAISE AND EXTEND DIKE 2

SEE SHEET C-102

RAISE AND EXTEND DIKE 3

SEE SHEET C-103

CONSTRUCT DIKE 3T

SEE SHEET C-104

CEDAR POINT DENSFORD REVETMENT

SCALE 1" = 500'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

130140150160170180190

0 17

13013

STA: 0+00.00

N: 12878807.38

E: 2536540.07 STA: 8+87.21

N: 12879208.23 E: 2535748.58

AZ: 296° 51' 34.83"

ELEVATIO

STATION

CEDAR POINT DIKE 2 PROFILE VIEW

5+00 10+00 15+00

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

. 2

5H:1V

6' CROWN OF GRADED STONE A

TO BE PLACED AT ELEVATION

210.00 (+21 LWRP)

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

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US Army Corps of Engineers

T P2

N O

C-102

T D

P R

L_ C

_P O

D \2

.D W

:0 3:

/1 3/

_N C

S_ 4_

M O

N O

00 20' 40'

1" = 20'

PROFILE VIEWA1

00 100' 200'

1" = 100'

PLAN VIEWH1

00 100' 200'

1" = 100'

ISSISSIPPI R

IVER

SCALE 1" = 100'

SCALE 1" = 100' H, 20' V

759.0

16+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 11+00 12+00 13+00 14+00 15+00

CEDAR POINT DENSFORD REVETMENT

AZ: 310° 13' 41.89"

STA: 0+00.00

N: 12876992.65

E: 2535365.32

CEDAR POINT DIKE 3 STA. 9+89.97

CEDAR POINT DIKE 3T STA. 12+00.00

N: 12877632.00 E: 2534609.5018

18019

CEDAR POINT DIKE 3T

SEE SHEET C-104

T D

O R

D R

ELEVATIO

STATION

CEDAR POINT DIKE 3 PROFILE VIEW

5+00 10+00 14+00

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

. 2

DIKE 3T (BEYOND)

SEE SHEET C-104

. 2

5H:1V

6' CROWN OF GRADED STONE A

TO BE PLACED AT ELEVATION

206.00 (+17 LWRP)

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-103

T D

P R

L_ C

_P O

D \2

.D W

:0 9:

/1 3/

_N C

S_ 4_

M O

N O

00 100' 200'

1" = 100'

00 100' 200'

1" = 100'

00 20' 40'

1" = 20'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

PROFILE VIEWA1

PLAN VIEWG1

ISSISSIPPI R

IVER

15+00 0+001+002+003+004+005+006+007+008+009+0010+00

12+00

13+0014+00

AZ: 045° 14' 05.27"

STA: 9+31.67

N: 12877443.04

E: 2534418.99CEDAR POINT DIKE 3 STA. 9+89.97

CEDAR POINT DIKE 3T STA. 12+00.00

N: 12877632.00

E: 2534609.5018

150150

124124

166 158

CEDAR POINT DENSFORD REVETMENT

ELEVATIO

STATION

CEDAR POINT DIKE 3T - PROFILE VIEW

4+015+0010+0015+00

. 1

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

DIKE 3 (BEYOND)

SEE SHEET C-103

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

5H:1V

00 100' 200'

1" = 100'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

PROFILE VIEWA1

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-104

T D

P R

L_ C

_P O

D \2

.D W

:1 3:

/1 3/

_N C

S_ 4_

M O

N O

00 100' 200'

1" = 100'

PLAN VIEWG1

00 20' 40'

1" = 20'

MISSISSIPPI RIVER

ELEVATIO

OFFSET

CEDAR POINT DIKE 2 STA: 7+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 2 STA: 8+87.21

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3 STA: 6+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3 STA: 9+95.42

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3T STA: 9+31.67

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3T STA: 11+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

2021 ZERO LWRP: 189.15 2021 ZERO LWRP: 189.15

DOWNSTREAM UPSTREAM

DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM

DOWNSTREAM UPSTREAM

LANDWARD RIVERWARDLANDWARD RIVERWARD

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 210.00 (+21 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 210.00 (+21 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 206.00 (+17 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 206.00 (+17 LWRP)

DIKE 3T - SEE SHEET C-104

1.25 - 1 .50 H : 1

1.25 H : 1

1.25 H : 1 V

EXISTING GROUND SURVEYED MARCH 2022

1.25 H TO 1.50 H : 1

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

00 20' 40'

1" = 20'

SECTION VIEWSA1

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

T C

P O

O N

U C

N C

O U

, T N

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-301

N V

L_ C

_P O

D \2

.D W

:0 2:

/2 7/

_N C

S_ 4_

M O

N O

00 20' 40'

1" = 20'

SCALE 1" = 20' H, 20' V

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

S O

T P2

N O

TYPICAL SECTION

RAISED LATERAL DIKE

FLOW

NO SCALE

STONE DIKE

TYPICAL SECTION

NO SCALE

CROWN WIDTH AS SHOWN

ON PROFILE DRAWING

TOP OF STONE AS SHOWN

ON PROFILE DRAWING

SIDE SLOPES TO BE ANGLE

OF REPOSE OF STONE

APPROX 1V ON 1 1/4H TO

1V ON 1 1/2H

NOTE: MINIMUM THICKNESS OF

STONE SHALL BE 6 FEET FOR

CROWN WIDTH OF LESS THAN 20

FEET, AND 4 FEET FOR CROWN

WIDTH OF 20 FEET OR MORE,

UNLESS OTHERWISE SHOWN ON

PROFILE DRAWING

DIKE STRUCTURE AZIMUTH LINE

DIKE STRUCTURE AZIMUTH LINE CROWN WIDTH AS SHOWN

ON PROFILE DRAWING

TOP OF EXISTING STONE

TOP OF STONE TO BE

PLACED AS SHOWN ON

PROFILE DRAWING

ANGLE OF REPOSE OF STONE

APPROX. 1V ON 1 1/4H

NOTE: THE CENTERLINE OF THE PROPOSED DIKE SHALL

BE ADJUSTED (AS NECESSARY) TO TAKE FULL ADVANTAGE

OF THE EXISTING DIKE SECTION.

C-501

L_ C

_P O

D \2

.D W

:0 3:

/2 7/

_N C

S_ 4_

M O

N O

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

T C

P O

O N

U C

N C

O U

, T N

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

SCALE AS NOTED

DIKE STANDARD DETAILSA1

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

S O

T P2

N O

-10

-10 10 20