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of Engineers US Army Corps
Vicksburg District
G-001
Contract: W912EE-15-C-xxxx
:1
JULY 2017
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J. BENNETT JOHNSON, RED RIVER
INDEFINITE DELIVERY/INDEFINITE QUANTITY (ID/IQ) CONTRACT
STONE REPAIRS TO REVETMENT AND DIKES
RIVER MILE 235 TO 0
Solicitation: W912EE-17-B-0012
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J L
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M U
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M
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LOCALITY MAP
0 2 MILES 4 MILES
L O
C A
L
IT
Y M
A P
G-004
NN
P O
O L N
O
1" = 2 MILES
LOCK AND DAM NO. 3
LOCK AND DAM NO. 2
/3
/2
POINT
ARRIVAL
POINT
ARRIVAL
POINT
ARRIVAL
LOCK AND DAM NO. 3
LOCK AND DAM NO. 4
RUSSELL B. LONG
RM 141.8 LDB
RECREATION AREA
ST. MAURICE
RM 132.4L
RECREATION AREA
MONTGOMERY
RM 116.5L
RECREATION AREA
COLFAX
Maintenance Facility
COE Central
COMPLETE MAR 2002
AREA ARE UNDER CONSTRUCTION
BOAT RAMPS AND RECREATION
Coast Guard Facility
SMITH
ISLAND
Lake End
PORTERS
ISLAND
Redoak
KAN
SAS
CITY
SOUTHERN
RR
M
ISSO
U R I
PACIFIC
RR
K A N S A S
CITY
SOUTHERN
RR
MISSOURI
PACIFIC
RR
Timon
Bluff
Grappes
MISSOURI
PACIFIC
RR
K A N S A S
CITY
S O
U
TH
E R
N
RR
Powhatan
Campti
C
IT
Y
K A N S A S
S O
U T H E R
N
RR
Hyams
Bayou
St. Mary's
Bayou
Le ag ue
Three
B ay ou
Pi er re
K A N S A S
C
IT
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S O
U T H E R
N
RR
MISSOURI
P A C
IF
IC
RR
Clarence
M
IS
S O
U R I
P A
C
IF
IC
R R
K A N S A S
C
IT
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S O
U T H E R
N
NATCHITOCHES
(RM152.3 LDB)
PARISH PORT
NATCHITOCHES
Ecore Grand
Bethal
Irma
Luella
B ru le
Bayou
Cadney B a y o u
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
B ayou
Bayou
P o is s o n
S a lin e B a yo u
B ru le
K A N S A S
C
IT
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S O
U
TH
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N
RR
St Maurice
B a y o u
CadocheR os ea ux
Bayou
K A N S A S
CITY
S O
U T H E R
N
RR
LANE
SOLOMON
RED
ROAD
RIVER LEVEE
R O
A D
RIVER
O L D
Montgomery
B a y o u d e s
Glaizes
B a y o u
B a y o u
B o u rb e a u x
M o b ly
ROAD
DALME
KAN
SAS
CITY
SO
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TH
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N
RR
R E
D
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A D
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IV
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L E
V E
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R E
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RIVER
LEVEE
ROAD
Odra
ASH BRAKE
BOTTOM
Bayou
N id
A lg le
KANSAS
CITY
SOUTHERN
RR
RED
RIVER
LEVEE
ROAD
Aloha
Bayou R ed
Ba yo u
Na nt ac hi e
K A
N S
A S
C
IT
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S O
U T H E R
N
RR
R E
D
R
IV
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LE
V E E
R O
A D
P R
Ba yo u Grappe
C a n e y
B a y o u
Bayou
G ra p p e
K A N S A S
CITY
S O
U
TH
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N
RR
R
IV
E R
L E
V E
E R
E D
R O
A D
M O
R R
O W
L A
N E
M O
R R
O W
L A N E
COLFAX
R e d
Ba yo u
AIRPORT
COLFAX
R E
D
L E
V E
E
R O
A D
R
IV
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IV
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M A
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S U
B M
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D B
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P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
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K S
B U
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M
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S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
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N B
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X
W E
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R -1
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C A
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D
W A
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/1
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J
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N N
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T J
O H
N S
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D R
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IN
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N T
IT
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ID
/I
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C O
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R A
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LOCALITY MAP
NN
G-005
L O
C A
L
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Y M
A P
T
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T
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J L
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M U
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M
IL
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A N
S
ID
G -0 lo c .d g n6 /9 /2
P O
O L N
O
1" = 2 MILES
LOCK AND DAM NO. 4
0 2 MILES 4 MILES
LOCK AND DAM NO. 3
POINT
ARRIVAL
POINT
ARRIVAL
POINT
ARRIVAL
LOCK AND DAM NO. 4
RUSSELL B. LONG
LOCK AND DAM NO. 5
JOE D. WAGGONER, JR.
RM 177.9L
RECREATION AREA
COUSHATTA
Crosskeys
GRAND
BEND
M
IS
S O
U R I
P A C
IF
IC
RR
RR
Crosskeys
Howard
P ow el l
Bayou
K A
N S
A S
CITY
S O
U
TH
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N
RR
K A
N S
A S
C
IT
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S O
U T
H E
R N
R R
M
IS
S O
U R I
P A C
IF
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RR
Williams
B a y o u
L o g g y
B a y o u
P ow el l
K A
N S
A S
C
IT
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S O
U T
H E
R N
RR
L o g g y
B ayou
M
IS
S O
U R I
P A
C
IF
IC
RR
East Point
New
Hope
Westdale
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
Crichton
Linsberry
W illow Bay Bayou
K A
N S
A S
C
IT
Y S
O U
T H
E R
N
R R
M
IS
S O
U R I
P A
C
IF
IC
RR
Abington
Linsberry
KANSAS
CITY
S O
U T
H E
R N
R R
M
ISSOURI
RR
PACIFIC
Harmon
Gahagan
C o u s h a tta
B a y o u 1
M
IS
S O
U R I
P A
C
IF
IC
RR
K A
N S
A S
C
IT
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S O
U T H E R
N
RR
COUSHATTA
COUSHATTA
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
M
IS
S O
U R I
P A
C
IF
IC
RR
Armistead
Hollingsworth
N ic h o la s
B a y o u
B a y o u
Wi ns ey
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
M
IS
S O
U R I
P A
C
IF
IC
RR
Hollingsworth
Nicholas
Bayou
480 1
M
IS
S O
U R I
P A C
IF
IC
RR
S O
U T H E R
N
RR
(PROPOSED RM 173.5 RDB)
RED RIVER PARISH PORT
Lake End
PORTERS
ISLAND
Redoak
KAN
SAS
CITY
SOUTHERN
RR
M
ISSO
U R I
PACIFIC
RR
K A N S A S
E C D
IV
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N
R
IV
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T A
B
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N N
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D B
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A
B
M A
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A P
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D A
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F
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B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
W E
E -1
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X
X
W E
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-B -0
R -1
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P L
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C A
L E
D
W A
L L
A C
E P .E
/1
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J
B E
N N
E T
T J
O H
N S
O N
R E
D R
IV
E R
S T
O N
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A
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S T
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N T A
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D
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IN
IT
E D
E L
IV
E R
Y /I
N D
E F
IN
IT
E Q
U A
N T
IT
Y
ID
/I
Q
C O
N T
R A
C T
LOCALITY MAP
0 2 MILES 4 MILES
NN
G-006
L O
C A
L
IT
Y M
A P
T
H A
S S
E L L
T
H A
S S
E L L
J L
U M
M U
S
M
IL
E
S
A N
S
ID
G -0 lo c .d g n6 /9 /2
P O
O L N
O
1" = 2 MILES
LOCK AND DAM NO. 5
LOCK AND DAM NO. 4
POINT
ARRIVAL
LOCK AND DAM NO. 5
JOE D. WAGGONER, JR.
RM 225.8R
RECREATION AREA
STONER AVENUE
RM 225.0L
RECREATION AREA
TEAGUE PARKWAY
SUNFLOWER
POINT
EAGLE BEND
POINT
SUNNY POINT
SUNNY
POINT
WILKERSON
POINT
LONG
POINT
YOUNGS
POINT
LOVELY
POINT
BISHOP
POINT
Honore
AIRPORT
SHREVEPORT
DOWNTOWN
Brownlee
T w e lv e m il e
B a y o u
ST
L O
U
IS
S O
U T
H E
R N
RR
KANSAS
CIT
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SOUTHERN
RR
SHREVEPORT
BOSSIER CITY
BOSSIER CITY
SHREVEPORT
U N
IO
N
R R
IL
LNO
IS
CENTRAL
GULF
RR
K A
N S
A S
C
IT
Y
S O
U T H E R
N
R R
KANSAS
CITY
SOUTHERN
RR
SHREVEPORT
BOSSIER CITY
ANDERSON
WRIGHT
ISLAND
ISLAND
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
SHREVES
ISLAND
BOSSIER CITY
Dixie Garden
Macks B a y o u
Shreves Cutoff
K A
N S
A S
C
IT
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S O
U T
H E
R N
RR
BAGLEY
ISLAND
Lucas
L a y s
B a y o u
Sand Beach B a y o u
TEXAS
AND
P A C
IF
IC
RR
S a n d
B e a c h
B a y o u
Bayou
Pierre
B a y o u
T o n e s
TE
X A S
AND
P A C
IF
IC
RR
LITTLE
BEND
Gayles
RR
P A C
IF
IC
M
IS
S O
U R I
S O
U T H E R
N
K A N S A S
CITY
RR
PORT RM 211.5 RDB
SHREVEPORT BOSSIER
Moss
Knot Point
M
IS
S O
U R I
RR
P A C
IF
IC
K A
N S
A S
C
IT
Y
S O
U T H E R
N
RR
Atkins
Caspiana
P A C
IF
IC
RR
K A
N S
A S
C
IT
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S O
U T H E R
N
RR
Cooterville
Crosskeys
GRAND
BEND
M
IS
S O
U R I
P A C
IF
IC
RR
K A
N S
A S
C
IT
Y
S O
U T
H E
R N
RR
Crosskeys
K A
N S
A S
CITY
S O
U
TH
E R
N
LE
O
N
AR
D R
D
POOL = RM 234.5
HEAD OF NAVIGATION
E C D
IV
IS
IO
N
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
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N
S O
L
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N N
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F
IL
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A M
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D W
N B
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C K
D B
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D E
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IG
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D B
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D E
S C
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D
2 3
C
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A
B
M A
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A P
P R
D A
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F
IL
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U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
W E
E -1
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X
X
W E
E -1
-B -0
R -1
-1
P L
O T S
C A
L E
D
W A
L L
A C
E P .E
/1
/2
J
B E
N N
E T
T J
O H
N S
O N
R E
D R
IV
E R
S T
O N
E R
E P
A
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S T
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E V
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M E
N T A
N D D
IK
E S
R
IV
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IL
E
T
O
IN
D
E F
IN
IT
E D
E L
IV
E R
Y /I
N D
E F
IN
IT
E Q
U A
N T
IT
Y
ID
/I
Q
C O
N T
R A
C T
LOCALITY MAP
0 2 MILES 4 MILES
NN
G-007
L O
C A
L
IT
Y M
A P
T
H A
S S
E L L
J L
U M
M U
S
M
IL
E
S
A N
S
ID
G -0 lo c .d g n6 /9 /2
T
H A
S S
E L L
P O
O L N
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LOCK AND DAM NO. 5
T
H A
S S
E L L
T
H A
S S
E L L
J L
U M
M U
S
J U
N E
C-501
T Y
P
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A L D
E T
A
IL
S
/8 /2
LEGEND
THIS CONTRACT
STONE TO BE PLACED IN DIKES,
VARIES
VARIES
VARIES
SECTION B-B
STONE
EXISTING
VARIES
VARIES
TIEBACK
BANK FAILURE AREA
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
BANK FAILURE
C
C
C
C
CCC
C
C
T i e b a c k
T i e b a c k
C
Top Bank
Bank Top
AREA OF EXISTING ACM
RIVER STAGE ELEVATION VARIES
Ground
Existing
SECTION D-D
AREA OF BANK FAILURE
GROUND
EXISTING
GROUND
EXISTING REPAIR PLACEMENT
STONE TIEBACKS
AREA OF EXISTING ACM
RIVER STAGE ELEVATION VARIES
GROUND
EXISTING
SECTION F-F
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
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
P i p e
Art. Conc. Mattress
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 ALL STONE TOE/TIEBACKS.
REPOSE IS APPORXIMATELY 1V ON 1.25H TO BE APPLIED
WITH A CROWN WIDTH OR PEAKED. THE SLOPES OF NATURAL
STONE TOE/TIEBACKS CAN BE OF EITHER OF THESE TYPES
FOR STONE REPAIRS AND STONE TOE/TIEBACK PLACEMENTS.
GRADED STONE "B" TO BE USED AS PLACEMENT
NOTE:
SECTION E-E
PLACEMENT VARIES
STONE TOE REPAIR
TOE PLACEMENT VARIES
UPPER BANK STONE
PLACEMENT VARIES
STONE TOE REPAIR
TO BE PLACED
STONEFILL
1V :1.2
H1V
:1 .2
H
C/L
CROWN WIDTH AND DIKE HEIGHT
SEE DIKE PROFILE FOR
NOTE:
TOE PLACEMENT VARIES
UPPER BANK STONE
TOE PLACEMENT VARIES
UPPER BANK STONE
F
F
D
D
E E
A
A
BB
DIKE
EXISTING
VARIES
VARIES
FLOW
PLANS
SECTION A-A
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
STONE
EXISTING
NOT TO SCALE
REINFORCEMENT TYPICAL SECTION
ELEVATION VARIES
LANDWARD
RIVERWARD
WATER SURFACE
NOT TO SCALE
PEAKED STONE DIKE CAPOUT TYPICAL SECTION
NOT TO SCALE
TYPICAL DIKE REPAIRS
NOT TO SCALE
CROWNED STONE DIKE TYPICAL SECTION
NOT TO SCALE
EXISTING SLOPE FLATTER THAN SLOPE OF NATURAL REPOSE
TYPICAL STONE BANK PAVING DETAIL
NOT TO SCALE
EXISTING SLOPE STEEPER THAN SLOPE OF NATURAL REPOSE
TYPICAL STONE BANK PAVING DETAIL
EXISTING GROUND
3 FT THICKNESS
STONE PAVING
3 FT THICKNESS
STONE PAVING
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
SLOPE OF NATURAL REPOSE
REINFORCEMENT TO BE ADDED
EXISTING GROUND
E C D
IV
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N
R
IV
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T A
B
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D B
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D B
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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D of Engineers
US Army Corps
D E
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N B
R A
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E -1
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X
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/1
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N N
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| ANSID_G_001COV |
| ANSID_G-002loc |
| ANSID_G-003loc |
| ANSID_G-004loc |
| ANSID_G-005loc |
| ANSID_G-006loc |
| ANSID_G-007loc |
| ANSID_C-501typ |
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