PLANS_Ramsey_Creek_TO.pdf

PDF 9 MB Posted Feb 28, 2018

Attached to: Miscellaneous Repairs Federal contract opportunity
Solicitation number: W912EQ-18-R-0002
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Ramsey Creek Plans

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File	Type	Posted
AMND_0005.pdf	PDF	Mar 26, 2018
Amendment_00004.pdf	PDF	Mar 21, 2018
AMND_003.pdf	PDF	Mar 16, 2018
W912EQ18R0002-0002.pdf	PDF	Mar 14, 2018
Amendment_00001_Miscellaneous_Repairs.pdf	PDF	Feb 28, 2018
Ramsey_Creek_Task_Order_.pdf	PDF	Feb 14, 2018
W912EQ18R0002_Solicitation.pdf	PDF	Feb 14, 2018
Drawings_&_Sketches.pdf	PDF	Feb 14, 2018
Technical_Specifications.pdf	PDF	Feb 14, 2018

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®of Engineers

US Army Corps

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

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

01020304050 50 MILES

M E

M P

H I S

CRITTENDEN

MISSISSIPPI

ST. FRANCIS

CRAIGHEAD

POINSETT

CROSS

LEE

GREENE

CLAYRANDOLPH

LAWRENCE

SHARP

FULTON

IZARD

BAXTER

STONE

INDEPENDENCE

CLEBURNE

FAULKNER

WHITE

WOODRUFF

JACKSON

LONOKE

PULASKI

ARKANSAS

JEFFERSON

MONROE

PHILLIPS

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MARSHALL

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PANOLA

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LAFAYETTE ITAWAMBA

LAKE

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WEAKLEY HENRY

DYER GIBSON

CARROLL

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LAUDERDALE

HAYWOOD

CROCKETT

MADISON

HENDERSON

SHELBY

FAYETTE

HARDEMAN

CHESTER

MC NAIRY

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HARDIN

TIPTON

FULTON

HICKMAN

CARLISLE

BALLARD

MC CRACKEN

C R I T T E

N D E

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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

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

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

Memphis

Earle

Parkin

Rock Little

T I S

H O

M I

N G

Harrisburg

Home Mountain

Norfork Lake

Lake Greers Ferry

Conway Lake

Lake Peckerwood

Lake Arkabutla

Sardis Lake

Lake Pickwick

Lake Reelfoot

Lake Kentucky

Lake Wappapello

Lake Horseshoe

Lake Porter

MISSOURI

ARKANSAS

TENNESSEE

KENTUCKY

TENNESSEE

MISSISSIPPI

T E

N N

E S S

E E

MISSOURI

A R

K A

N S

A S

ILLINOIS

KENTUCKY

M I

S S I S S I

P P I

R I

E R

70A

45W

45E

79U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

VICINITY MAP

MEMPHIS DISTRICT

WXXXXX-XX-X-XXXX

WXXXXXXXXXXXXX

RAMSEY CREEK SCOUR REPAIR

SCOTT CO, MISSOURI

G-001

G -0

.d g n

C O

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PROJECT LOCATION

MISSISSIPPI RIVER LEVEE MAINTENANCE

DECEMBER 2017

FOR SOLICITATION

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PROJECT LOCATION

XXX

GENERAL NOTES: 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

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/

99/999

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

PIPE

EXISTING CULVERT

(1)

(2)

(A)

(B)

UTILITY DISPOSITION LEGEND

- NO WORK ACCESS ONLY

- TO BE RELOCATED

- TO BE REMOVED

- TO BE REPLACED

- DO NOT DISTURB

TO BE PROVIDED

- PIPELINE PROTECTION

- BY CONTRACTOR

- BY OWNER

- PRIOR TO CONSTRUCTION

- DURING CONSTRUCTION

PROPOSED RIPRAP

CONSTRUCTION EXIT

WATER MAINWM

WIDTHW

UNDERGROUNDUNGD

OTHERWISE

UNLESS NOTEDUNO

TYPICALTYP

SHEETSHT

STAINLESS STEELSST

SPECIFICATIONSSPEC

STANDARDSDR

SANITARYSAN

CONCRETE PIPE

REINFORCEDRCP

SCALE:

LANDWARDL/W

LONGLG

HEIGHTHT

SECTION

FLARED ENDFES

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

EMBANKMENT

MATERIAL

EXCAVATEDEME

ELEVATIONEL

JOINT

EXPANSIONEJ

DRAWINGDWG

DIAMETERDIA

PLASTIC PIPE

CORRUGATEDCPP

CONCRETECONC

METAL PIPE

CORRUGATEDCMP

CENTER LINECL or C/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

RIGHT TOP BANKRTB

TANGENCY

POINT OF PT

REVERSE CURVE

POINT OFPRC

POINT OF ENDINGPOE

BEGINNING

POINT OF POB

INTERSECTION

POINT OFPI

CURVE

POINT OF COMPOUNDPCC

CURVE

POINT OF PC

PIPE

POLYPROPYLENEPP

ON CENTEROC

OUTSIDE FACEOF

NO STEEPER THANNST

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LEFT TOP BANKLTB

PROJECT LOCATION MAP

EASEMENT

CONSTRUCTION

LIMITS

CONSTRUCTION

EXISTING CONTOUR

PROPOSED CONTOUR

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SCALE:1"=5000'

10000'5000'

EXISTING RIPRAP

SILT FENCE

XXX

IRON ROD

P.I. POINT

& CENTERLINE

SURVEY BASELINE

DIRECTION

EXISTING FLOW

EQUIPMENT DUE TO HIGH FLOWS IN RAMSEY CREEK.

AND PLAN OPERATIONS ACCORDINGLY TO MINIMIZE THE RISK OF DAMAGE TO WORK AND

MAKE EVERY EFFORT TO MONITOR WEATHER FORCASTS THROUGHOUT THE PROJECT

CONDITIONS DURING LARGER STORM EVENTS, THEREFORE THE CONTRACTOR SHOULD

WHAT IS REPRESENTED IN THE PLAN SET. RAMSEY CREEK IS SUBJECT TO FLASH FLOOD

THEREFORE, CONDITIONS ENCOUNTERED DURING CONSTRUCTION MAY VARY FROM

10. CONDITIONS ON THE PROJECT SITE COULD CHANGE RAPIDLY DEPENDING ON WEATHER.

AS NECESSARY, TO COMPLETE THE WORK AS SPECIFIED.

ANTICIPATE WORKING IN THE WET OR PROVIDING UNWATERING AND BYPASS DRAINAGE,

THE CREEK EVEN DURING DRY PERIODS. AS A RESULT, THE CONTRACTOR SHALL

STREAM SYSTEM (RAMSEY CREEK) THAT GENERALLY HAS WATER FLOWING THROUGH

9. THIS PROJECT REQUIRES EXCAVATION AND RIPRAP PLACEMENT WITHIN AN ACTIVE

FOR ENTRY FROM THE LAND OWNER.

LEFT DESCENDING TOP BANK UNLESS THE CONTRACTOR OBTAINS WRITTEN PERMISSION

THE RIGHT DESCENDING TOP BANK. NO WORK OR ACCESS SHALL OCCUR FROM THE

8. SITE ACCESS AND WORK SHALL BE ACCOMPLISHED AS INDICATED ON SHEET C-101 FROM

ASSOCIATED WITH THIS CONSTRUCTION PROJECT ARE MET.

STATE, AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FEDERAL,

THE CONTRACTING OFFICER'S REPRESENTATIVE.

6. REQUESTS FOR ADDITIONAL SUBSURFACE DATA INFORMATION SHALL BE SUBMITTED TO

DISTURBED.

THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE

CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM

GATES AND FENCES NOT INDICATED TO BE REMOVED THAT ARE DISTURBED BY THE

5. GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS NOTED OTHERWISE. ALL

4. DO NOT DISTURB EXISTING CULVERTS UNLESS NOTED OTHERWISE.

CONTRACTOR.

BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT THE EXPENSE OF THE

INTERRUPTIONS OF SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL

CONTRACTOR'S EMPLOYEES OR OTHERS. ANY DAMAGE TO THE UTILITIES OR

THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO THE

SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN

CALL THE APPROPRIATE "CALL BEFORE YOU DIG" NUMBER LISTED IN THE

DAYS BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL

ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10

LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE

EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL

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

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

2. DO NOT BLOCK EXISTING DRAINAGE WITH STOCKPILED OR PLACED MATERIAL.

AND UTM ZONE 16 IN U.S. SURVEY FEET.

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

DESCRIPTION

MARKS

BENCH ELEVATION

TABULATION OF BENCHMARKS: VERTICAL CONTROL

RAMSEY CREEK SCOUR REPAIR

8930N32 2003

NAVD88 GEOID 12A

ELEV.: 352.18

ALUMINUM CASING. THE MARK IS STAMPED "8930N32 2003"

BELOW GROUND SURFACE. THE MONUMENT IS A TYPE F DISK SET IN A PVC PIPE AND

FIRE HYDRANT, 1.0 FOOT NORTH OF A CARSONITE WITNESS POST. THE MARK IS 0.5 FEET

CONCRETE CURB, 24 FEET NORTHWEST OF AT&T UTILITY BOX, 20 FEET NORTHEAST OF A

ROAD FOR 0.3 MILES TO THE MARK ON THE RIGHT. THE MONUMENT IS 45 FEET SOUTH OF A

FROM THE INTERSECTION OF HIGHWAY K AND NASH ROAD, CONTINUE NORTH ON RIVER

EASTING: 912754.927

13534492.425 NORTHING:

ALUMINUM DISK (MEMPHIS GRID)

R-4-6-90

NAVD88 GEOID12A

ELEV.: 359.39

MARK IS A TYPE F MONUMENT IN ALUMINUM CASING STAMPED "R-4-6-90".

28.5 FEET FROM NORTH GATE POST, 2.8 FEET FROM EAST FACE OF MILE MARKER 17/18. THE

SHOULDER OF THE LEVEE. THE MARK IS 52.5 FEET FROM THE CENTERLINE OF HIGHWAY M,

HIGHWAY M 0.8 MILES TO THE MARK ON THE EAST SIDE OF HIGHWAY M ON THE NORTH

TO REACH THE MARK FROM SCOTT CITY HIGH SCHOOL ON HIGHWAY M, GO NORTH ON

EASTING: 893904.199

NORTHING: 13522875.058

ALUMINUM DISK (MEMPHIS GRID)

V275 1976

NAVD88 GEOID12A

ELEV.: 452.39

STAMPED "V275 1976".

NORTHEAST FROM A WITNESS POST. THE MARK IS 0.60 M BELOW HIGHWAY. THE CAP IS

POLE WITH TWO GUY WIRES, 2.5 FEET NORTHEAST OF A FENCE LINE, AND 1.3 FEET

SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET SOUTHEAST OF A POWER

POST OFFICE IN SCOTT CITY TO THE MARK ON THE RIGHT. THE MARK IS 34.0 FEET

TO REACH THE MARK, GO 2.65 MILES SOUTHEAST ALONG STATE HIGHWAY N FROM THE

EASTING: 915369.742

NORTHING: 13511504.278

BRASS DISK (MEMPHIS GRID)

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X X

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(60' FROM CL OF DITCH)

ACCESS ROAD LIMITS (APPROX. LOCATION)

TEMPORARY CONSTRUCTION EASEMENT

(100' FROM TOP OF BANK, 350' IN LENGTH)

EASEMENT (APPROX. LOCATION)

TEMPORARY CONSTRUCTION

GRADING AND RIPRAP LIMITS

' A

L O

N G T

O P O

F B

A N

OF LATERAL DITCH

EASEMENT TO BEGIN AT CL

TEMPORARY CONSTRUCTION

PROPOSED SILT FENCE

@ 12" THICK MIN. (12'X50')

CLEANED STONE (2" MIN. - 3" MAX.)

PROPOSED CONSTRUCTION EXIT

MODOT ROW

APPROXIMATE

N=13522588.93

E=894971.18

N=13523332.77

E=895706.06

N=13523180.22

E=895497.10

N=13522956.63

E=895255.69

N=13522727.56

E=895063.17

340 340

0 JMA1601604

BL STA. 0+00.00

SET IRON ROD

X = 895872.483

Y = 13523172.152

Z = 340.33

JMA1601603

BL STA. 4+22.41

SET IRON ROD

X = 895588.513

Y = 13522859.434

Z = 341.80

JMA1601602

BL STA. 9+27.40

SET IRON ROD

X = 895195.998

Y = 13522541.708

Z = 359.47

C-101

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.d g n

R O

W A

C C

E S

100'

SCALE:1"=50'

0 50'

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(APPROX. 334.75')

TOP OF EX. WALL ELEVATION

MAX. SLOPE OF 1V:2H TO

30" LAYER OF R400 RIPRAP.

OF R400 RIPRAP

MINIMUM 30" LAYER

PROFILE ON SHEET C-103

FILL LINE AS SHOWN IN THE

PLACED ABOVE THE MAXIMUM

BEYOND STA. 3+90 SHALL BE

NO MATERIAL PLACED IN OR

RUBBLE LIMITS

EX. RIPRAP &

INTO EXISTING WALL

TIE NEW RIPRAP

TOP: ±334.75'

EX. CONCRETE WALL

DOWNSTREAM ENDS)

IN FINAL 10' (TYP. UPSTREAM &

THICKNESS TO EXISTING GRADE

TRANSITION FROM 2.5' RIPRAP

SLOPE

IN FINAL 24'. PLACE ALONG EX.

THICKNESS TO EXISTING GRADE

TRANSITION FROM 2.5' RIPRAP

3+00

4+00

5+00

6+00

7+00

1 331

FLOW FLOW

FLOW

8+00

332 332

33233

334 334

33633

9 339

DOWNSTREAM ENDS)

IN FINAL 10' (TYP. UPSTREAM &

THICKNESS TO EXISTING GRADE

TRANSITION FROM 2.5' RIPRAP

IN FINAL 10'

THICKNESS TO EXISTING GRADE

TRANSITION FROM 2.5' RIPRAP

C-102

-1

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20' 40'0

SCALE:1"=20'

B A

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T A

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P L

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H E

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USED TO FILL IN LOW SPOTS UP TO THE DESIGN GRADE.

OPERATION THAT HAS ANY DIMENSION LESS THAN 30" SHALL BE

3. THE ROCK OR RUBBLE CLEARED DURING THE CHANNEL SHAPING

#4, AS SHOWN ON SHEET C-103.

PIECES LESS THAN 30" AND PLACED IN THE LIMITS OF WORK ITEM

SHOULD EITHER BE REMOVED FROM SITE OR PROCESSED INTO

OPERATION THAT HAS ANY DIMENSION GREATER THAN 30"

2. THE ROCK OR RUBBLE CLEARED DURING THE CHANNEL SHAPING

BEDROCK.

SMOOTHLY TRANSITION FROM DESIGN GRADE TO EXISTING

REMAIN IN PLACE. GRADE CHANNEL BOTTOM IN ORDER TO

HIGHER THAN THE ELEVATION OF DESIGN FINISH GRADE SHALL

BLASTING WILL BE ALLOWED. EXPOSED BEDROCK THAT IS

1. ALL SOUND BEDROCK SHALL REMAIN. NO ROCK RIPPING OR

NOTE:

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ELEV. MAX: 324'

EXISTING GRADE

TRANSITION FROM

DESIGN ELEV.

TO EX. GRADE

TRANSITION FROM

EX. GRADE TO

DESIGN ELEV.

DESIGN ELEV.: 331'

DESIGN ELEV.: 328'

DESIGN GRADE: ±0.87%

HOLE ABOVE THIS LINE

MATERIAL IN THE SCOUR

DO NOT PLACE EXCESS

MAXIMUM FILL LINE:

3+004+005+006+007+00

STA. 5+25

APPROX.

STA. 5+60

APPROX.

STA. 3+90

APPROX.

AT MAX. ELEVATION PER PROFILE

EXCESS MATERIAL SHALL BE PLACED

INTO EXISTING SCOUR HOLE. ALL

STA. 4+00 - 7+56 SHALL BE PLACED

EXISTING LOW SPOTS BETWEEN

SHAPING THAT IS NOT USED TO FILL

EXCESS MATERIAL FROM CHANNEL

1 2 3 4

POE CL OFFSET: -30'

APPROX. STA.: 5+91

POB CL OFFSET: -35'

APPROX. STA.: 4+77

RUBBLE LIMITS

EX. RIPRAP &

INTO EXISTING WALL

TIE NEW RIPRAP

TOP: ±334.75'

EX. CONCRETE WALL

325GRADE (STA. 4+00 - 3+90)

TRANSITION TO EXISTING

(STA. 7+56 - 7+46)

EXISTING GRADE

TRANSITION TO

3+00

4+00

5+00

6+00

7+00

1 331

FLOW FLOW

FLOW

8+00

332 332

33233

334 334

33633

9 339

C-103

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335335

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20' 40'0

SCALE:1"=20'

20' 40'0

SCALE:1"=20'

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CHANNEL CL PROFILE STA. 7+60 - 3+00

ALLOWED FOR PLACEMENT OF RIPRAP

ONLY SMALL VEGETATION (UNDER 3" IN DIA.) IS

CHANNEL SHAPING & BANK SLOPE CLEARING OF

& GRUBBING FOR PLACEMENT OF RIPRAP

CHANNEL SHAPING & BANK SLOPE CLEARING

4 PLACEMENT OF EXCESS CHANNEL MATERIAL ONLY

:WORK LIMIT ITEMS

7+60

HORIZONTAL: VERTICAL:

4' 8'0

SCALE:1"=4'

CHANNEL SHAPING ONLY

TO PLACE RIPRAP AS INDICATED

DESCENDING BANK. CLEAR AND GRUB AS REQUIRED

PLACEMENT OF R-400 RIPRAP ONLY ALONG LEFT

USED TO FILL IN LOW SPOTS UP TO THE DESIGN GRADE.

OPERATION THAT HAS ANY DIMENSION LESS THAN 30" SHALL BE

3. THE ROCK OR RUBBLE CLEARED DURING THE CHANNEL SHAPING

#4, AS SHOWN ON SHEET C-103.

PIECES LESS THAN 30" AND PLACED IN THE LIMITS OF WORK ITEM

SHOULD EITHER BE REMOVED FROM SITE OR PROCESSED INTO

OPERATION THAT HAS ANY DIMENSION GREATER THAN 30"

2. THE ROCK OR RUBBLE CLEARED DURING THE CHANNEL SHAPING

BEDROCK.

SMOOTHLY TRANSITION FROM DESIGN GRADE TO EXISTING

REMAIN IN PLACE. GRADE CHANNEL BOTTOM IN ORDER TO

HIGHER THAN THE ELEVATION OF DESIGN FINISH GRADE SHALL

BLASTING WILL BE ALLOWED. EXPOSED BEDROCK THAT IS

1. ALL SOUND BEDROCK SHALL REMAIN. NO ROCK RIPPING OR

NOTE:

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ALL DESIGN SLOPE AND KEY AREAS

NEW R400 RIPRAP SHALL BE USED IN

EXISTING GRADE

DESIGN GRADE

BOTTOM OF CHANNEL

BEYOND TOE OF SLOPE

BOTTOM IN FILL AREAS

EXCAVATED CHANNEL

PLACE ROCK FROM

EXISTING GRADE

EXCAVATE KEY INTO

TOE OF SLOPE

6' FROM PROJECTED

ALL DESIGN SLOPE AND KEY AREAS

NEW R400 RIPRAP SHALL BE USED IN

DESIGN GRADE

BOTTOM OF CHANNEL

EXISTING GRADE

EXCAVATE KEY INTO

EXISTING GRADE

TYPICAL CROSS SECTION - RIGHT BANK ONLY

334.75'

ELEV.

EX. GRADE

SLOPE FLAT TO EX. TOB

EX. TOB

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0 20 40 60 80 100 120-20-40-60-80-100-120

EXISTING GRADE

STABILIZATION LIMITS

FOR LEFT DESCENDING BANK

(APPROX. STA. 4+77 - 5+91)

NEW R400 RIPRAP

TYPICAL CROSS SECTION - RIGHT & LEFT BANK

TYPICAL CROSS SECTION - LEFT BANK ONLY

EXISTING BEDROCK

ALL DESIGN SLOPE AND KEY AREAS

NEW R400 RIPRAP SHALL BE USED IN

EX. GRADE

SLOPE FLAT TO

334.75'

ELEV.

(DO NOT DISTURB)

CONCRETE WALL

EXISTING

2.5' MINIMUM

THICKNESS

2.5' MINIMUM THICKNESS

FOR FULL LENGTH OF

DESIGN SLOPE AND KEY

STA. 3+90 - 4+77

STA. 4+77 - 5+60

STA. 5+60 - 5+91

STA. 5+91 - 7+56

2.5' MINIMUM THICKNESS

EXCEPT IN TRANSITION ZONE

HOLE AT APPROX. STA. 3+90

GRADE SHALL BE PUSHED INTO SCOUR

THE CHANNEL BOTTOM TO DESIGN

SHAPING THAT IS NOT USED TO BRING

EXCESS MATERIAL FROM CHANNEL

HOLE AT APPROX. STA. 3+90

GRADE SHALL BE PUSHED INTO SCOUR

THE CHANNEL BOTTOM TO DESIGN

SHAPING THAT IS NOT USED TO BRING

EXCESS MATERIAL FROM CHANNEL

TRANSITION TO DESIGN GRADE

BEDROCK AT MAX 1V:2H TO SMOOTHLY

CHANNEL SHAPING AROUND EX.

PLACE EXCESS MATERAL FROM

EXISTING BEDROCK SHALL REMAIN.

FROM CHANNEL SHAPING

EXCESS MATERIAL

FILL LOW AREAS WITH

NOTES:

1. NEW R400 RIPRAP SHALL BE PLACED ALONG THE EXISTING BANK SLOPE AS

SHOWN TO BRING TO DESIGN GRADE. NEW R400 SHALL ALSO BE USED IN

ALL KEY AREAS.

2. NEW R400 SHALL BE PLACED WITH A MINIMUM 2.5' THICKNESS AND

FINISHED SLOPES NO STEEPER THAN 1V:2H, EXCEPT IN THE TRANSITION

ZONES SHOWN ON SHEET C-102. IN AREAS WHERE THE EXISTING BANK

SLOPE IS STEEPER THAN 1V:2H, THE R400 LAYER SHALL BE THICKER THAN

THE MINIMUM 2.5' THICKNESS TO ENSURE A FINISHED GRADE OF 1V:2H. IN

AREAS WHERE THE EXISTING BANK IS FLATTER THAN 1V:2H, A 2.5' R400

LAYER SHALL BE PLACED ATOP THE EXISTING BANK SLOPE, FOLLOWING

THE EXISTING SLOPE. THE FINISHED GRADE OF ALL NEW R400 RIPRAP

SHALL BE 1V:2H OR FLATTER FROM THE TOE OF BANK TO TOP OF BANK.

3. EXCAVATE KEY INTO EXISTING GRADE; IF BEDROCK IS ENCOUNTERED

DURING EXCAVATION, NO KEY WILL BE NECESSARY.

4. EXCESS MATERIAL FROM CHANNEL SHAPING SHALL NOT BE USED FOR

BANK SLOPE STABILIZATION OR IN KEY AREAS.

5. DURING CHANNEL SHAPING, EXCESS MATERIAL FROM BOTTOM OF

CHANNEL THAT IS NOT USED TO BRING CHANNEL TO DESIGN GRADE

SHALL BE PLACED INTO SCOUR HOLE AT APPROX. STA. 3+90.

6. HORIZONTAL EXTENTS OF RIPRAP USING THE EXISTING TOP OF BANK

(TOB) SHALL BE APPROVED BY THE COR PRIOR TO PLACEMENT OF RIPRAP.

7. ANY DELITERIOUS MATERIAL SUCH AS TRASH, TIRES, WOOD, ORGANICS,

PLASTIC, STEEL OR RUBBER THAT IS ENCOUNTERED DURING CHANNEL

SHAPING OR CLEARING SHALL BE REMOVED FROM CHANNEL AND WASTED

OFF-SITE AT AN APPROVED WASTE FACILITY.

TYPICAL CROSS SECTION - CHANNEL SHAPING ONLY

EXISTING GRADE

EXCAVATE KEY INTO

EXISTING GRADE

EXCAVATE KEY INTO

C-300

-3

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20' 40'0

HORIZONTAL SCALE:1"=20'

T Y

A L C

R O

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10' 20'0

VERTICAL SCALE:1"=10'

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1999 2000 2001

2015 2016 2017

2008 2009

2012 2013

2004 2005

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

THIS PROJECT WAS DESIGNED BY THE MEMPHIS DISTRICT OF THE U.S. ARMY

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND PROFESSIONAL

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152

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G V

-10

NO DATA AVALIABLE PRE JANUARY 2007

P I

E R M

DEPENDENT ON LOCAL RAINFALL RUNOFF INTO RAMSEY CREEK.

RAMSEY CREEK WOULD ADD TO THE ESTIMATED BACKWATER LEVEL AND IS

THAN WHAT IS INDICATED ON THIS HYDROGRAPH. HEADWATER FLOW IN

CONTROLLED BY THE MISSISSIPPI RIVER, IS APPROXIMATELY 1.5 FEET LOWER

GIRARDEAU GAGE. THE BACKWATER ELEVATION IN RAMSEY CREEK,

RAMSEY CREEK IS APPROXIMATELY 3 MILES DOWNSTREAM FROM THE CAPE

THE CONFLUENCE OF THE MISSISSIPPI RIVER AND EVENTUAL OUTFLOW OF

:NOTE

New Folder

Cover Sheet

G-002

New Folder2

EXISTING CONDITIONS - OVERALL

ROW & ACCESS

PLAN SHEET - BANK STABILIZATION

PLAN & PROFILE - PROPOSED GRADING

TYPICAL DETAILS

New Folder3

HYDROGRAPH

File details come from the government source that posted it.