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Williams
B a y o u
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B a y o u
P ow el l
K A
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L o g g y
B ayou
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East Point
New
Hope
Westdale
K A
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A S
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Crichton
Linsberry
W illow Bay Bayou
K A
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Abington
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Harmon
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K A
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RR
M
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P A
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RR
Armistead
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N ic h o la s
B a y o u
B a y o u
Wi ns ey
K A
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480 1
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IF
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(PROPOSED RM 173.5 RDB)
RED RIVER PARISH PORT
Lake End
PORTERS
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Redoak
B la c k
B a y o u
KAN
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M
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MISSOURI
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K A N S A S
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S O
U
TH
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N
RR
Powhatan
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C
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Y
K A N S A S
S O
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N
RR
Hyams
Bayou
St. Mary's
Bayou
Le ag ue
Th ree
B ay ou
Pi er re
K A N S A S
C
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S O
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N
RR
MISSOURI
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IF
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Clarence
K A N S A S
C
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S O
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(RM152.3 LDB)
PARISH PORT
NATCHITOCHES
Ecore Grand
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SUNNY POINT
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WILKERSON
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K A
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Shreves Cutoff
K A
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Lucas
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Sand Beach B a y o u
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B e a c h
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B a y o u
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PORT RM 211.5 RDB
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Westdale
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C
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R N
RR
POOL = RM 234.5
HEAD OF NAVIGATION
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AREA OF EXISTING ACM
BANK FAILURE
V A
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V A
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AREA OF EXISTING ACM TIEBACK
BANK FAILURE AREA
AREA OF BANK FAILURE
VARIES
V A
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VARIES
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RIVER STAGE ELEVATION VARIES
SECTION D-D
STONE TIEBACKS
REPAIR PLACEMENT
RIVER STAGE ELEVATION VARIES
SECTION F-F
UPPER BANK
STONE REPAIR
BASE LINE
LEGEND
STONE TO BE PLACED IN STONE REPAIRS
THIS CONTRACT
PLANS
LEGEND
STONE TO BE PLACED IN DIKES,
THIS CONTRACT
1V :1.25H1V
:1 .2 5H
NOTE:
SEE DIKE PROFILE FOR
CROWN WIDTH AND DIKE HEIGHT
SECTION A-A
SECTION E-E
ELEVATION VARIES
LANDWARD
RIVERWARD
WATER SURFACE
A
A
BB
SECTION B-B
STONEFILL
TO BE PLACED
C/L
3 FT THICKNESS
STONE PAVING
EXISTING GROUND
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
3 FT THICKNESS
STONE PAVING
EXISTING GROUND
NOT TO SCALE
CROWNED STONE DIKE TYPICAL SECTION
1V :1.5H
1V :1 .5
H
SLOPE OF NATURAL REPOSE
REINFORCEMENT TO BE ADDED
C OF DIKEL
STONE FILL TO BE ADDED
DOWNSTREAM OR
CHANNELSIDE
UPSTREAM OF
LANDSIDE
APPROXIMATE
EXISTING STONE FILLREVETMENT (SEE PROFILE)
UPSTREAM OR LANDSIDE FROM
EXISTING GROUND SURFACE
A.L.W.P.
TOE PLACEMENT VARIES
UPPER BANK STONE
TOE PLACEMENT VARIES
UPPER BANK STONE
EXISTING
STONE
EXISTING
STONE
NOT TO SCALE
REINFORCEMENT TYPICAL SECTION
PEAKED STONE DIKE CAPOUT TYPICAL SECTION
NOT TO SCALE
TYPICAL DIKE REPAIRS
NOT TO SCALE
NOT TO SCALE
TYPICAL STONE BANK PAVING DETAIL
NO SCALE
TYPICAL UPPER BANK
STONE REPAIRS PLAN
NOTE: GRADED STONE "B" TO BE USED AS PLACEMENT
FOR STONE REPAIRS AND STONE TOE/TIEBACK PLACEMENTS.
STONE TOE/TIEBACKS CAN BE OF EITHER OF THESE TYPES
WITH A CROWN WIDTH OR PEAKED. THE SLOPES OF NATURAL
REPOSE IS APPORXIMATELY 1V ON 1.25H TO BE APPLIED
TO ALL STONE TOE/TIEBACKS.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING SLOPE STEEPER THAN SLOPE OF NATURAL REPOSE
PLACEMENT VARIES
STONE TOE REPAIR
VARIES
TOE PLACEMENT VARIES
UPPER BANK STONE
PLACEMENT VARIES
STONE TOE REPAIR
BANK PAVING
ART. CONC. UPPER
STONE REPAIR
BANK PAVING
ASPHALT UPPER
STONE REPAIR
TOE PLACEMENT
UPPER BANK STONE
FLOW
STONE TOE PLACEMENT
BANK REPAIR
STONE UPPER
TOP BANK
TOP BANK
ART. CONC. MATTRESS
DRAINANGE DITCH
NOT TO SCALE
EXISTING SLOPE FLATTER THAN SLOPE OF NATURAL REPOSE
TYPICAL STONE BANK PAVING DETAIL
EXISTING DIKE
FLOW
FLOW
TYPICAL SECTIONS - STONE TOE AND UPPER BANK STONE REPAIRS
NOT TO SCALE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:01:22 PM 1/23/2020 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/Red River Stone Repairs to Revetments and Dikes/RR, JBJ Waterway, Stone Repairs to Revet. and Dikes FY19/30000 - Planning & Engineering &
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| RRSR19_G-001 |
| RRSR19_G-401 |
| RRSR19_G-402 |
| RRSR19_G-403 |
| RRSR19_G-404 |
| RRSR19_G-405 |
| RRSR19_G-406 |
| RRSR19_C-501 |
File details come from the government source that posted it. Updated .