A02_W912EE21B0003 Drawings.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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STONE REPAIRS TO REVETMENT AND DIKES, FY21

MS RIVER MI 616-326 AHP

VICKSBURG DISTRICT

C O

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H E

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Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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FC/MR&T, CHANNEL IMPROVEMENT PROGRAM

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INDEFINITE DELIVERY/INDEFINITE QUANTITY (ID/IQ)

W912EE-21-B-0003

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-B -0

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LOCALITY MAP

WEIRS

VICTORIA BEND

DIKES

REFUGE

DIKE

WARFIELD PT

DIKES

AJAX BAR

DIKE

OZARK ISLAND

DIKES

ABOVE OZARK

MI

SS

IS

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REVET

BEN LOMONDREVET

BALESHED - STACK ISLAND

REVET

MAYERSVILLE

DIKES

CORREGIDOR

DIKES

CHUTE

ANCONIA

PROJECT

HARBOR

GREENVILLE

DIKES

LELAND BAR

DIKES

BELOW PRENTISS

SMITH POINT DIKES

ISLAND 70 DIKES

(Memphis Dist.)

DIKES

BELOW KNOWLTON

34°00'

33°45'

91°15'

91°15' 91°00'

32°45'

91°15'

91°00'

91°00'

WORK SAFELY

VAUCLUSE 534.0R

DENNIS REVET

SMITH POINT REVET

LAKE CONCORDIA REVET

OZARK REVET

CYPRESS BEND REVET

EUTAW - MOUNDS REVET

ISLAND 82 REVET

ISLAND 84 REVET

MILLER BEND REVET

VAUCLUSE REVET

CAROLINA REVET

REVET

SARAH ISLAND - OPOSSUM POINT

REVET

CRACRAFT

REVET

WORTHINGTON

REVET

WALNUT POINT - KENTUCKY BEND

REVET

WALNUT POINT - KENTUCKY BEND

REVET

SUNNYSIDE - LAKEPORT

REVET

SUNNYSIDE - LAKEPORT

REVET

WARFIELD POINT

LELAND - LAGRANGE REVET

REVET

TARPLEY ISLAND

REVET

ASHBROOK ISLAND

REVET

ARKANSAS CITY - YELLOW BEND

REVET

CATFISH POINT

REVET

PRENTISS

REVET

ROSEDALE BEND

REVET

KLONDIKE

REVET

VICTORIA - TERRENE

REVET

BIG ISLAND

(Memphis Dist.)

CESSIONS REVET

REVET

HUNTINGTON POINT

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DIKES

NEWTOWN BEND

DIKES

COFFEE POINT

DIKES

CUTOFF

DIAMOND

DIKES

COTTONWOOD BAR

DIKES

ARCADIA PT.

DIKES

TENNESSEE BAR

DIKES

FRITZ ISLAND

DIKES

BUCK ISLAND

DIKES

ESPERANCE PT.

DIKES

CARTHAGE PT.

DIKES

WILLOW CUTOFF

ASHLAND REVET

NATCHEZ FRONT REVET

REVET

MAYERSVILLE

REVET

BALESHED - STACK ISLAND

REVET

BEN LOMOND

REVET

HAGAMAN

REVET

FILTER - COTTONWOOD

TRENCHFILL REVET

COTTONWOOD BAR

REVET

GOODRICH

REVET

BELLE ISLAND

REVET

MILLIKEN BEND

POINT REVET

MARSHALL - BROWNS

REVET

FALSE POINT

DELTA POINT REVET

KINGS POINT - OPPOSITE

REVET

DELTA POINT

TERMINAL REVET

BARGE LINE

REVET

RACETRACK

REVET

REID - BEDFORD

REVET

DIAMOND

REVET

OAK BEND

DIKES

TOGO ISLAND

REVET

LAKE KARNAC

REVET

TOGO ISLAND

REVET

POINT PLEASANT

DIKES

YUCATAN

REVET

GRAND GULF

REVET

GRAND GULF

REVET

HARDSCRABBLE

REVET

GOLDBOTTOM

DIKES

TOWHEAD

SPITHEAD

DIKES

COTTAGE BEND

EXTENSION REVET

GOLDBOTTOM DETACHED

DIKES

BR0WNS FIELD

REVET

BROWNS FIELD

DIKES

BONFUTSNT TH

REVET

KEMPE BEND

REVET

GIBSON

REVET

GILES CUTOFF

DIKES

NATCHEZ ISLAND FIELD REVET

VIDALIA CASTING

CARTHAGE REVET

REVET

MORVILLE - ST. CATHERINE

REVET

RAILROAD LANDING

REVET

GLASSCOCK CUTOFF

REVET

DEADMANS BEND

DIKES

JACKSON POINT

REVET

BOUGERE BEND

REVET

FILTER - COTTONWOOD

91°15' 91°00' 91°15'91°30' 91°00'

32°00'

31°45'

31°30'

31°15'

31°30'

91°15'

91°00'

32°45'

32°30'

32°15'

91°15' 91°00'

DIKES

ESPERANCE PT.

OPPOSITE

DIKES

RIFLE POINT DIKES

RIFLE POINT

OPPOSITE

LOCALITY MAP

DIKES

AJAX BAR

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Varies

Tieback

Bank Failure Area

Bank Failure Area

Varies

Varies

Varies Varies

Varies

Varies

Varies Varies

Varies

Varies

Varies

Varies

Varies

Varies

Varies

Varies

Varies

SECTION D-D

SECTION E-E

SECTION F-F

SECTION A-A

SECTION B-B

SECTION C-C

Scour Hole

PLANS

to which repairs are to be made under this contract.

side of this sheet indicate typical bank protection

This drawing and the typicals on the right

Note:

T i e b a c k

T i e b a c k

Top Bank

Bank Top

Area of Existing ACM

Repair Placement

Stone Toe

River Stage Elevation Varies

Ground

Existing

Toe Placement

Upper Bank Stone

Area of Bank Failure

Ground

Existing

Toe Placement

Upper Bank Stone

Toe Placement

Upper Bank Stone

Ground

Existing Repair Placement

Stone Tiebacks

Area of Existing ACM

Repair Placement

Stone Toe

River Stage Elevation Varies Ground

Existing

Stone Repair

Upper Bank

FLOW

Toe Placement

Upper Bank Stone

NO SCALE

STONE REPAIRS PLAN

TYPICAL UPPER BANK

NO SCALE

UPPER BANK STONE REPAIRS

AND

TYPICAL SECTIONS STONE TOE

FLOW

Repose

Natural

Slope of or Dike

Existing Bank

Top Bank

Repose

Natural

Slope of Repose

Natural

Slope of

FLOW

F L

O W

Stone

Existing

Stone

Existing

Dike

Existing

Dike

Existing

Stone

Existing

NO SCALE

TYPICAL DIKE REPAIRS

Stone Repair

Base Line

Stone Repair

Bank Paving

Art. Conc. Upper

Bank Paving

Asphalt Upper

Drainage Ditch

FLOW

I r o n

P i p e

I r o n i p e

Art. Conc. Mattress typical dike repairs to be made under this contract.

The drawings on this part of the sheet indicate

Note:

LEGEND

FROM CROWN WIDTH OF EXISTING DIKE.

CROWN WIDTH OF REPAIRS MAY VARY

MAKING REPAIRS.

GRADED STONE "A" TO BE USED IN

MATELY 1V ON 1.25H.

SLOPE OF NATURAL REPOSE IS APPORXI-

Notes:

THIS CONTRACT

STONE TO BE PLACED IN DIKES,

LEGEND

THIS CONTRACT

STONE TO BE PLACED IN STONE REPAIRS

typical stone repairs to be made under this contract.

The drawings on this part of the sheet indicate

Note:

Stone Toe Placement

Bank Repair

Stone Upper to be applied to all stone toe/tiebacks.

repose between a 1V on 1.25H and a 1v on 1.5h is with a crown width or peaked. a slope of natural

Stone toe/tiebacks can be of either of these types for stone repairs and stone toe/tieback placements.

Graded Stone "C" to be used as placement

Note:

C

C

C

C

CCC

C

C

C

C

F

F

D

D

E E

A

A

B

B

CC

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5' BOTTOM WIDTH

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5' BOTTOM WIDTH

41' CROWN WIDTH

.5

.5

27.5' CROWN WIDTH

CROWN WIDTH

CONSTRUCT 27.5'

CROWN WIDTH

CONSTRUCT 41'

TRANS.

5' BOTTOM WIDTH

V A

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VARIABLE CROWN WIDTH

100' 200'

TRANS.

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"C" STONE

T .B

EXISTING GROUND

F L

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LC OF DIG-IN

SLOPE = 1V:1.5H SLOPE = 1V:1.5H

BACK FILL

EXISTING GROUND

FLOW

LC OF DIG-IN

SLOPE = 1V:1.5H SLOPE = 1V:1.5H

BACK FILL

EXISTING GROUND

FLOW

SLOPE = 1H:1V

LC OF DIG-IN

SLOPE = 1V:1.5H SLOPE = 1V:1.5H

VARIABLE

NATURAL REPOSE

SLOPE OF NATURAL REPOSE

SLOPE OF

EXISTING GROUND

FLOW

SLOPE = 1H:1V

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A7

SCALE: NTS

C1

SCALE: NTS

STONE REPAIRS - LARGE BANKHEAD 27.5' CROWN DIG-IN - TYPICAL SECTION

STONE REPAIRS - LARGE BANKHEAD 41' CROWN DIG-IN - TYPICAL SECTION

E3

STONE REPAIRS - LARGE DIKE BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )

SCALE: NTS

STONE REPAIRS - LARGE BANKHEAD TRANSITION - TYPICAL SECTION

A7

C-502

C7

C-502

C1

C-502

5' BOTTOM WIDTH

5' BOTTOM WIDTH

V A

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B L E

VARIABLE CROWN WIDTH

TRANS.

50'

CONSTRUCT 17' CROWN WIDTH

17' CROWN WIDTH

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"C" STONE

T .B

EXISTING GROUND

F L

O W

LC OF DIG-IN

SLOPE = 1V:1.5H SLOPE = 1V:1.5H

BACK FILL

EXISTING GROUND

FLOW

LC OF DIG-IN

SLOPE = 1V:1.5H SLOPE = 1V:1.5H

VARIABLE

NATURAL REPOSE

SLOPE OF NATURAL REPOSE

SLOPE OF

EXISTING GROUND

FLOW

SLOPE = 1H:1V

(10' MIN.)

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M E

N T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

V

IC

K S

B U

R G D

IS

T R

O N

E R

E P

A

IR

S T

O R

E V

E T

M E

N T S A

N D D

IK

E S F

Y

M S R

IV

E R M

I -3

A

H P

R

IV

E R S

T A

B

IL

IZ

A T

IO

N S

E C

T

IO

N

C7

SCALE: NTS

D

H E

R R P .E

90% - REVIEW

A7

STONE REPAIRS - SMALL BANKHEAD 17' CROWN DIG-IN - TYPICAL SECTION

SCALE: NTS

STONE REPAIRS - SMALL BANKHEAD TRANSITION - TYPICAL SECTION

S M

A L L B

A N

K H

E A

D T

Y P

IC

A L S

E C

T

IO

N S

E4

STONE REPAIRS - SMALL BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )

SCALE: NTS

A7

C-503

C7

C-503