16b0017.pdf
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Contract: W912EE-16-C-00XX
Solicitation: W912EE-16-B-0017
JULY 2016
C O
V E
R S
H E
E T
/MR&T, YAZOO RIVER BASIN
UPPER YAZOO PROJECT
LEFLORE COUNTY, MISSISSIPPI
TALLAHATCHIE RIVER WATERSHED
FC
BANK STABILIZATION
UYP ITEM 7C, PHASE 2A
NO SCALE
LOCALITY MAP
LOCATION
PROJECT
JACKSON
OXFORD
GREENVILLE
COLUMBUS
MERIDIAN
VICKSBURG
NATCHEZ
HATTIESBURG
GULFPORT PASCAGOULA
INNERSTATE
INNERSTATE
US
US
US
US
US
INNERSTATE
INNERSTATE
INNERSTATE
US
US
US
US
US
US
US
49E
49W
DE SOTO
TUNICA TATE
MARSHALL
BENTON
TIPPAH
ALCORN
PRENTISS
TISHOMINGO
ITAWAMBALEE
PONTOTOC
UNION
LAFAYETTE
PANOLA
QUITMAN
COAHOMA
TALLAHATCHIE
YALOBUSHA
CALHOUN CHICKASAW
MONROE
CLAY
WEBSTER
LOWNDESOKTIBBEHA
CHOCTAW
WINSTON NOXUBEE
KEMPERLEAKE
ATTALA
MONTGOMERY
GRENADA
CARROLL
LEFLORESUNFLOWER
BOLIVAR
WASHINGTON
ISSAQUENA
SHARKEY
HUMPHREYS
HOLMES
YAZOO
MADISON
WARREN
CLAIBORNE
JEFFERSON
ADAMS
FRANKLIN
HINDS
COPIAH
RANKIN
SCOTT NEWTON LAUDERDALE
CLARKEJASPERSMITH
SIMPSON
WAYNEJONESCOVINGTON
GREENE
PERRYFORREST
LAMAR
JEFFERSON
DAVIS
LAWRENCE
LINCOLN
AMITE PIKE
WATHALL
MARION
WILKINSON
PEARL RIVER STONE
GEORGE
JACKSONHARRISON
HANCOCK
NESHOBA
BELLCHASE ROAD
C R -5
LOOP ROAD
T A L L A
H A T C
H
IE
R
IV
E R
C R -550
TOP BANK
BEHIND
R/W 100 FT.
SECTION 4, TOWNSHIP 22 NORTH, RANGE 1 EAST
W90°12' 01.9"
N33°48' 31.1"
E=2336923.27
N=1567353.55
W90°11' 48.5"
N33°48' 27.7"
E=2338056.11
N=1567012.27
30 FT. ACCESS
0400 400 800FT
SCALE: 1''= 400'
GENERAL PLAN MAP
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EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
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SCALE:
SUPPLEMENTAL INFORMATION
D5
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D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
SECTION/DETAIL)
(CENTERED UNDER
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TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
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TITLE ON ANOTHER
SECTION/DETAIL
A A
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL NOTES
* UNLESS OTHERWISE NOTED ON EACH SHEET
C-103
C-301
C-302
A N
S
ID
G
L E
G .d g n
A N
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N D
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B R
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IA
T
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N S
(NOT FIELD LOCATED)
CONTROL POINT
IRON ROD
P.I. POINT/TBM
LEGEND
STONE TIEBACK
AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
SURVEY TABLES IN THIS PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATE SYSTEM
6. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDIANTES AND ELEVATIONS SHOWN IN THE
5. ALL AZIMUTHS SHOWN ARE GRID AZIMUTHS. NORTH IS 0° AZIMUTH.
4. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D 88.
3. HORIZONTAL DATUM USED FOR SURVEY DATA IS NAD 83 MS WEST.
DATA TABLE, ARE NOT FIELD LOCATED.
2. ALL POINTS SHOWN ON DRAWINGS, EXCEPT THOSE SHOWN IN THE TRAVESRSE
1. AERIAL PHOTOGRAPHY SHOWN IN THIS PLAN SET REFLECT USDA IMAGERY FROM 2015.
GENERAL NOTES:
MAX. - MAXIMUM
LAND - LANDWARD
IR - IRON ROD
IP - IRON PIPE
INV. - INVERT
GPS - GLOBAL POSITION SYSTEM
FT. - FEET
F.B. - FIELD BOOK
EXG. - EXISTING
EL. - ELEVATION
E - EAST
DIST. - DISTANCE
DWG. - DRAWING
CW - CROWN WIDTH
CULT. - CULTIVATED
CR - COUNTY ROAD
CP - CONTROL POINT
CONST. - CONSTRUCT
CONC. - CONCRETE
C/L - CENTERLINE
BM - BENCHMARK
AZ. - AZIMUTH
APPROX. - APPROXIMATELY
APPR. - APPROVED
ALIGN. - ALIGNMENT
W.E. - WATER'S EDGE
W - WEST
VAR. - VARIABLE
UYP - UPPER YAZOO PROJECTS
TYP. - TYPICAL
TRANS - TRANSITION
TBM - TEMPORARY BENCH MARK
STRUC. - STRUCTURE
STA. - STATION
ST. - STONE TIEBACK
SS - SANITARY SEWER
SQ. - SQUARE
SPECS - SPECIFICATIONS
SP - STATE PLANE
SEC - SECTION
S - SOUTH
RTK - REAL TIME KINEMATIC
REC. - RECOVERED
R/W - RIGHT OF WAY
PP - POWER POLE
NO. - NUMBER
N.A.V.D. - NORTH AMERICAN VERTICAL DATUM
NAD - NORTH AMERICAN DATUM
N - NORTH
MIN. - MINIMUM
RIGHT OF WAY
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PP
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AREA
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W O
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233.03'
AZ.25
7°40 '42.5
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4.
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130 130
TALLAHATCHIE RIVER
(RIVER END NOT VISIBLE)
INV. EL. 122.85
TOP EL. 135.826
WITH DROP VEINS
RISER PIPE DROP INLET(34")
C R -550
(SEE SHEET G-002)
RIGHT OF WAY LIMITS
EL. 134.69
E 2336809.345
N 1566948.560
IR UYP7C5 (2016)
EL. 135.93
E 2336716.529
N 1566534.927
IR UYP7C4 (2016)
E L .2
E .1
N .8
IR
U
Y P -7
C
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E L .9
E
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N
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C
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.6
E
.6
N
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IR
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P -2 (2
)(G
P S
EL. 143.51
E 2337845.792
N 1566455.003
IR YP-1 (2016) (GPS)
EL. 136.99
E 2338146.846
N 1566912.620
IR UYP7C1 TRAVERSE/LEVELS
EL. 139.49
E 2338154.769
N 1566936.839
(COTTON SPINDLE)*TRAVERSE
TBM UYP 7C DS
E=2338038.60
N=1565977.28
E=2337721.97
N=1566252.72
E=2338233.61
N=1566169.95
A Z.
9° '4 8.
SEC. 1
SEC. 2
SEC. 3
SEC. 4
SEC. 5
SEC. 6
SEC. 7
SEC.
SEC.
SEC.
ST #
ST #
SEC.
SEC.
S E
C
S E C . 1
S E
C
S E
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S E
C . 2
S E
C . 2
S E
C . 2
S E C . 2
S E C . 2
S E C . 26
S E C . 27
SEC
. 28
SEC. 29
SEC. 30
SEC. 31
SEC. 32
SEC. 33
SEC. 34
S E C . 35
S E C . 36
SEC
. 37
SEC
. 38
ST #19
S T #20
ST #21
ST #18
ST #16
S T #15
S T
S T
S T
S T
S T
0S
T
S T
S T
7S T
S T
ST
#4
ST #1
331.
92'
STONE DIKE (TYP.)
5 TON/FT LONGITUDINAL PEAKED
STONE TIEBACK (TYP.)
30' ACCESS
REMOVED BY CONTRACTOR
DEBRIS/TRASH TO BE
D
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A N
S
ID
C
P
L N .d g n
P L
A N M
A P
D a v id C
M o o n e y
N
120'0 60'
PLAN MAP
NOTE:
STATE, AND LOCAL LAWS AND REGULATIONS.
IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
BE REMOVED AND DISPOSED OF AT A LANDFILL
2. THE JUNK PILE NEAR STONE TIEBACK #9 SHALL
PRECAUTIONS WHILE WORKING IN THIS AREA.
THE CONTRACTOR SHALL TAKE SPECIAL SAFETY
TIEBACKS #18 AND #19 WILL NOT BE RELOCATED.
1. THE OVERHEAD ELECTRIC LINE BETWEEN STONE
TALLAHATCHIE RIVER
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D a v id C
M o o n e y
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0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
E L E
V A
T
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N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
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N .A .V .D
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
E L E
V A
T
IO
N I
N F
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T
N .A .V .D
E L E
V A
T
IO
N I
N F
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N .A .V .D
0 20 40 60-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440
E L E
V A
T
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N I
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N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
WIDTH
BOTTOM
5 FT. 1
V :1
H
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
AZ.265°11'32"
SEC. 4
BASELINE STATION 2+15
AZ.265°11'32"
SEC. 5
BASELINE STATION 2+67 (ST #1)
AZ.265°11'32"
SEC. 6
BASELINE STATION 3+20
LEFT DESCENDING BANK RIGHT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K W .E
T O
P B
A N
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W .E
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1V:1.5H
-500
GROUND
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GROUND
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C-301
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D A
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M A
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D E
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N
C O
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R A
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IDENTIFICATION
SHEET
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T E
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B U
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US Army Corps
D E
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D a v id L
W a ll a c e P .E
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B A
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E L E
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N I
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N .A .V .D
E L E
V A
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IO
N I
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N .A .V .D
0 20 40 60-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440
E L E
V A
T
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N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
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T
N .A .V .D
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
E L E
V A
T
IO
N I
N F
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T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
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3 FT.
T R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
WIDTH
BOTTOM
5 FT. 1
V :1
H
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
AZ.257°21'29"
SEC. 7
BASELINE STATION 4+06
AZ.250°28'13"
SEC. 8
BASELINE STATION 4+92
AZ.250°28'13"
SEC. 9
BASELINE STATION 5+47 (ST #2)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K W .E
T O
P B
A N
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W .E
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P B
A N
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T O
P B
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1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
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C-302
A N
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C R
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M A
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D E
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C O
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R A
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IDENTIFICATION
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US Army Corps
D E
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N B
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D a v id L
W a ll a c e P .E
W E
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F C /M
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B A
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0 20 40 60 80 100-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
E L E
V A
T
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N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
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N .A .V .D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380
E L E
V A
T
IO
N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
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N I
N F
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N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
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WIDTH
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WIDTH
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WIDTH
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13 FT.
T R
A N
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PEAKED STONE
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T R
A N
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N
WIDTH
CROWN
13 FT.
DIKE
PEAKED STONE
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5 TONS/FT
WIDTH
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5 FT.
V :1
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AZ.244°50'13"
SEC. 10
BASELINE STATION 6+19 (ST #3)
AZ.240°25'59"
SEC. 11
BASELINE STATION 6+84
AZ.240°25'59"
SEC. 12
BASELINE STATION 7+35 (ST #4)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
W .E
T O
P B
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1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-303
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C R
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IDENTIFICATION
SHEET
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US Army Corps
D E
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W a ll a c e P .E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
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N I
N F
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N .A .V .D
E L E
V A
T
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N I
N F
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N .A .V .D
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340
E L E
V A
T
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N I
N F
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E L E
V A
T
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N I
N F
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N .A .V .D
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340
E L E
V A
T
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N I
N F
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N .A .V .D
DIKE
PEAKED STONE
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PEAKED STONE
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5 TONS/FT
WIDTH
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T R
A N
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N
WIDTH
CROWN
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V :1
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WIDTH
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PEAKED STONE
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5 TONS/FT
AZ.226°51'57"
SEC. 13
BASELINE STATION 8+16
AZ.213°58'05"
SEC. 14
BASELINE STATION 8+95 (ST #5)
AZ.213°58'05"
SEC. 15
BASELINE STATION 9+47
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
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W .E
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P B
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1V:1.5H
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GROUND
EXISTING
GROUND
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C-304
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IDENTIFICATION
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0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320
E L E
V A
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N I
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V A
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N I
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N .A .V .D
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340
E L E
V A
T
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N I
N F
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N .A .V .D
E L E
V A
T
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N I
N F
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N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
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N I
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WIDTH
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T R
A N
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WIDTH
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V :1
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WIDTH
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WIDTH
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WIDTH
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T R
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WIDTH
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WIDTH
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5 FT.
V :1
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AZ.194°05'53"
SEC. 16
BASELINE STATION 10+30 (ST #6)
AZ.213°58'05"
SEC. 17
BASELINE STATION 10+80 (ST #7)
AZ.182°43'54"
SEC. 18
BASELINE STATION 11+52 (ST #8)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
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W .E
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1V:1.5H
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GROUND
EXISTING
GROUND
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C-305
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D A
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M A
R K
D E
S C
R
IP
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N
C O
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R A
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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
O R
P S O
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N G
IN
E E
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US Army Corps
D E
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N B
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D a v id L
W a ll a c e P .E
W E
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W E
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-C -x x x x
F C /M
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F L
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P I
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B A
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D C
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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
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N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
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N .A .V .D
0 20 40 60 80 100 120 140 160 180 200 220-20-40-60-80-100-120-140-160-180-200-220-240-260-280
E L E
V A
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IO
N I
N F
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N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160 180 200 220-20-40-60-80-100-120-140-160-180-200-220-240-260-280
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
T R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
V :1
H
WIDTH
BOTTOM
5 FT.
WIDTH
CROWN
3 FT.
T R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
V :1
H
WIDTH
BOTTOM
5 FT.
WIDTH
CROWN
3 FT.
T R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
V :1
H
WIDTH
BOTTOM
5 FT.
AZ.182°43'54"
SEC. 19
BASELINE STATION 12+04 (ST #9)
AZ.171°11'30"
SEC. 20
BASELINE STATION 12+66 (ST #10)
AZ.171°11'30"
SEC. 21
BASELINE STATION 13+16 (ST #11)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-306
A N
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C R
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M A
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D E
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N
C O
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R A
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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
O R
P S O
F E
N G
IN
E E
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B U
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P I
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US Army Corps
D E
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N B
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W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
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F L
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B A
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M o o n e y
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0 20 40 60 80 100 120 140 160 180 200 220-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
T R
A N
S
IT
IO
N
WIDTH
CROWN
13 FT.
V :1
H
WIDTH
BOTTOM
5 FT.
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
AZ.151°31'01"
SEC. 22
BASELINE STATION 13+85 (ST #12)
AZ.139°22'18"
SEC. 24
BASELINE STATION 15+01
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
AZ.151°31'01"
SEC. 23
BASELINE STATION 14+37 (ST #13)
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-307
A N
S
ID
C
S
E C .d g n
C R
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S S
E C
T
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C D
IV
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N
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T A
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A T
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N
S O
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A T
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N N
O
F
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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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D B
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D E
S C
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N
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2 3
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4 5
A
B
M A
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A P
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D A
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B E
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S
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B M
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D B
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P L
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D A
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M A
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D E
S C
R
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T
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N
C O
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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
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US Army Corps
D E
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N B
R A
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
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Y A
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A S
IN
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F L
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P I
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-5
B A
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T A
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A T
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D a v id C
M o o n e y
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C T
E L E
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N I
N F
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N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
AZ.139°22'18"
SEC. 25
BASELINE STATION 15+51 (ST #14)
AZ.131°20'52"
SEC. 26
BASELINE STATION 16+10 (ST #15)
AZ.131°20'52"
SEC. 27
BASELINE STATION 16+61
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
T O
P B
A N
K
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
D
M
C-308
A N
S
ID
C
S
E C .d g n
C R
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S S
E C
T
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C D
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N
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T A
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N
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N N
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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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D B
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2 3
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D A
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M A
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D E
S C
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IP
T
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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
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K S
B U
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B U
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P I
A N
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US Army Corps
D E
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N B
R A
N C
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
R
T
Y A
Z O
O R
IV
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A S
IN
L E
F L
O R
E C
O U
N T
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M
IS
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IS
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IP
P I
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-5
B A
N K S
T A
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IL
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A T
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J U
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J U
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D a v id C
M o o n e y
D C
M J
D R
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A H
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S H
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P I T
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U P
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A Z
O O P
R O J E
C T
E L E
V A
T
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N I
N F
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T
N .A .V .D
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
AZ.125°27'02"
SEC. 28
BASELINE STATION 17+20 (ST #16)
AZ.116°22'49"
SEC. 29
BASELINE STATION 17+89
AZ.116°22'49"
SEC. 30
BASELINE STATION 18+41 (ST #17)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
T O
P B
A N
K
T O
P B
A N
K W .E
T O
P B
A N
K
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-309
A N
S
ID
C
S
E C .d g n
C R
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S S
E C
T
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C D
IV
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N
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T A
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A T
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N
S O
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N N
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F
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D W
N B
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D B
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D B
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D A
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M A
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D E
S C
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T
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N
C O
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R A
C T N
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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
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
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T R
IC
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B U
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M
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S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
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D a v id L
W a ll a c e P .E
W E
E -1
-B -0
W E
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-C -x x x x
F C /M
R
T
Y A
Z O
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IV
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A S
IN
L E
F L
O R
E C
O U
N T
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P I
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B A
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T A
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D a v id C
M o o n e y
D C
M J
D R
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A H
A T
C H
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A T
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S H
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P I T
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U P
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A Z
O O P
R O J E
C T
E L E
V A
T
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N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
AZ.117°41'49"
SEC. 31
BASELINE STATION 18+88
AZ.117°41'49"
SEC. 32
BASELINE STATION 19+39 (ST #18)
AZ.119°54'32"
SEC. 33
BASELINE STATION 19+84
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-310
A N
S
ID
C
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E C .d g n
C R
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S S
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T A
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IL
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A T
IO
N
S O
L
IC
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A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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IG
N E
D B
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D E
S C
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2 3
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4 5
A
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M A
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C O
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R A
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D of Engineers
US Army Corps
D E
S
IG
N B
R A
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
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IV
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A S
IN
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F L
O R
E C
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N T
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IS
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IP
P I
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B A
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T A
B
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J U
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D a v id C
M o o n e y
D C
M J
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A T
C H
IE
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A T
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S H
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P I T
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C P
H A
S E
A
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P E
R Y
A Z
O O P
R O J E
C T
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
AZ.119°54'32"
SEC. 34
BASELINE STATION 20+34 (ST #19)
AZ.127°19'29"
SEC. 35
BASELINE STATION 20+66
AZ.127°19'29"
SEC. 36
BASELINE STATION 21+16 (ST #20)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
W .E
T O
P B
A N
K W .E
T O
P B
A N
K
T O
P B
A N
K
W .E
W .E
T O
P B
A N
K
1V:1.5H
1V:1.5H
1V:1.5H
GROUND
EXISTING
GROUND
EXISTING
C-311
A N
S
ID
C
S
E C .d g n
C R
O S
S S
E C
T
IO
C D
IV
IS
IO
N
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IV
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T A
B
IL
IZ
A T
IO
N
S O
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IC
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A T
IO
N N
O
F
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A M
E
D W
N B
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C K
D B
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D E
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D B
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D A
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M A
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D E
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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IG
N B
R A
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
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IN
L E
F L
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N T
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M
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P I
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-5
B A
N K S
T A
B
IL
IZ
A T
IO
N
J U
L Y
J U
L Y
D a v id C
M o o n e y
D C
M J
D R
T A
L L
A H
A T
C H
IE
R
IV
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A T
E R
S H
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U Y
P I T
E M
C P
H A
S E
A
U P
P E
R Y
A Z
O O P
R O J E
C T
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
DIKE
PEAKED STONE
LONGITUDINAL
5 TONS/FT
WIDTH
CROWN
3 FT.
WIDTH
CROWN
13 FT.
T R
A N
S
IT
IO
N
V :1
H
WIDTH
BOTTOM
5 FT.
AZ.125°04'48"
SEC. 37
BASELINE STATION 21+71
AZ.125°04'48"
SEC. 38
BASELINE STATION 22+14 (ST #21)
RIGHT DESCENDING BANKLEFT DESCENDING BANK
RIGHT DESCENDING BANKLEFT DESCENDING BANK
R200 RIPRAP
W .E
T O
P B
A N
K
T O
P B
A N
K
W .E
T O
P B
A N
K
1V:1.5H
1V:1.5H
GROUND
EXISTING
C-312
A N
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C R
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S S
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T A
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N
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N N
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F
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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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D B
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D E
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2 3
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A
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M A
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D A
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M A
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D E
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IDENTIFICATION
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US Army Corps
D E
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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-C -x x x x
F C /M
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T
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Z O
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IV
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A S
IN
L E
F L
O R
E C
O U
N T
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M
IS
S
IS
S
IP
P I
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-5
B A
N K S
T A
B
IL
IZ
A T
IO
N
J U
L Y
J U
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D a v id C
M o o n e y
D C
M J
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A H
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C H
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C P
H A
S E
A
U P
P E
R Y
A Z
O O P
R O J E
C T
(THIS CONTRACT)
NOT REQUIRED
VARIES
1V:1.5H
1V:1.5H
1V:1H
BACKFILL
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
TURFING
CROWN WIDTH
TRANSITION DIKE
TOP BANK
A
A
B
B
C
C
GROUND
EXISTING
BACKFILL
1V:1H
TOP BANK
TURFING
CROWN WIDTH
TRANSITION DIKE
A
A
B
B
C
C
TOP BANK
STREAMBED
VARIES
EXISTING BANK
TOP OF EXISTING BANK
TOE OF EXISTING BANK
THAN 1V:1.5H
SLOPE FLATTER
THAN 1V:1.5H
SLOPE STEEPER
1V:1H
VARIES
4'
TURFING
13'
5'
STRUC. AZ. LINE
1V:1H
VARIABLE
VARIABLE
VARIABLE
STRUC. AZ. LINE STRUC. AZ. LINE
3'
GROUND
EXISTING
1V:2H
2' MIN.
PEAKED STONE DIKE
LONGITUDINAL
EXISTING DITCH GRADE
EXISTING TOP BANK
NATURAL REPOSE
SLOPE OF
4' MIN.
STREAMBED
STREAMBED DIKE
PEAKED STONE
LONGITUDINAL
TOP BANK
EXISTING
E E
D
SECTION D-D
NOTE: WILLOWS NOT SHOWN
PROFILE AND SECTION.
OF OUTLET DITCHES WILL VARY TO GENERALLY CONFORM TO EXISTING GULLY
VARYING SIZES ENTER THE STREAM CHANNEL, PROFILE AND BOTTOM WIDTH
OUTLET DITCHES WILL GENERALLY BE LOCATED WHERE EXISTING GULLIES OF
NOTE:
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
IS AS SHOWN ON INDIVIDUAL PROFILE.
HEIGHT OF DIKE AND/OR TIEBACK
NOTE:
SLOPE IS STEEPER THAN SLOPE OF NATURAL REPOSE OF STONE
WHERE DIKE TIES INTO HIGH TOP BANK AND EXISTING BANK
SLOPE IS FLATTER THAN SLOPE OF NATURAL REPOSE OF STONE
WHERE DIKE TIES INTO HIGH TOP BANK AND EXISTING BANK
WILL BE REQUIRED.
WILL BE FLUSH WITH EXISTING GROUND AND NO BACKFILL
WHERE TIEBACK TIES INTO LOW TOP BANK, TOP OF STONE
D
REPOSE
NATURAL
SLOPE OF
4' MIN.
4' MIN.
SLOPE OF
NATURAL REPOSE
GROUND
EXISTING
THE DRAIN TO 25' UPSTREAM ON THE RIGHT DESCENDING BANK OF THE DRAIN.
NOTE: STONE BANK PAVING SHALL EXTEND FROM THE CONFLUENCE OF
DITCHES AS SPECIFIED ON DRAWINGS.
2. LONGITUDINAL PEAKED STONE DIKE TO BE WRAPPED UP INTO EXISTING
1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY 1V:1.25H TO 1V:1.5H.
GENERAL NOTES:
NATURAL REPOSE
SLOPES OF
SECTION E-E
SECTION C-C
SECTION B-B
SECTION A-A
PROFILE
TRANSVERSE STONE DIKE
TYPICAL STONE TIEBACK
STONE DIKE CROSS SECTION
TYPICAL LONGITUDINAL PEAKED
TYPICAL STONE BANK PAVING
PLAN
TYPICAL OUTLET DITCH
TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE
LOW WATER
APPROX.
BACKFILL
GROUND
EXISTING
NATURAL REPOSE
SLOPE OF
REPOSE
NATURAL
SLOPE OF
WATER
LOW
APPROX.
GROUND
EXISTING
NATURAL GROUND
SLOPE OF
NATURAL REPOSE
SLOPE OF
STREAMBED
DIKE SECTION
EXCAVATE FOR
STREAMBED
DIKE SECTION
EXCAVATE FOR
NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
GROUND
EXISTING
CHANNEL BOTTOM
EXISTING DITCH
1V:2H
DITCH
EXISTING
NATURAL REPOSE
SLOPE OF
BOTTOM
CHANNEL
DITCH
EXISTING
VARIES
C
DIKE
PEAKED STONE
LONGITUDINAL
C
PEAKED STONE DIKE
LONGITUDINAL
PEAKED STONE DIKE
LONGITUDINALC
PEAKED STONE DIKE
LONGITUDINALC
PROFILE
REPOSE)
SLOPE OF NATURAL
(FLATTER THAN
SLOPE VARIES
FLOW
FLOW
FLOW
PLAN
COMPACTED SOIL
(MIN.)
M
IN
FLOW
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B A
F L
O W
A
M
IN
M
A X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
2'-0"
6'-0" TYPICAL
4"
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
CONSTRUCTION OF A STRAW BALE BARRIER
SCALE: NONE
SCALE: NONE
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
3.
2.
1.
NOTES:
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
INSPECT AND REPAIR FENCE AFTER EACH STORM
SCALE: NONE
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SILT SCREEN FENCE DETAILS
SECTION
PLAN
TEMPORARY DIVERSION DIKE DETAIL
STRAW BALE DETAILS
BEFORE COMPACTION
SEEDED WITH GRASS
SCALE: NONE
COARSE AGGREGATE
50' M
IN. LENGTH
AS
REQ
'D
W
ID
TH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
CONSTRUCTION ENTRANCE & EXIT DETAIL
E C D
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D a v id L
W a ll a c e P .E
W E
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-B -0
W E
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F L
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W E
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W E
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F L
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B A
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C available.
Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading
A more complete history of river stages is available from the U. S. Army patterns that might be inferred.
upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent is expected to understand the fact offerorfuture water stages. The successful
These hydrographs depict historical fact only,and no prediction is intended as to
Note: GAGE INFORMATION
1987 1988 1989 1990 1991 1992 1993 1994 1995 1996
1997 1998 1999 2000 2001 2002 2003 2004 2005 2006
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
DISTRICT: VICKSBURG
BASIN: YAZOO RIVER BASIN
GAGE NAME: TALLAHATCHIE RIVER @ SWAN LAKE, MS
GAGE ZERO: 113.38 FT N.G.V.D. 29
RIVER MILE: 219.1
A G
E H
Y D
R O
G R
A P
H A
N S
ID
X S
T G .d g n
X-502
| ANSID_G-001cov |
| ANSID_G-002vic |
| ANSID_G_003LEG |
| ANSID_C_101PLN |
| ANSID_C_301SEC |
| ANSID_C_302SEC |
| ANSID_C_303SEC |
| ANSID_C_304SEC |
| ANSID_C_305SEC |
| ANSID_C_306SEC |
| ANSID_C_307SEC |
| ANSID_C_308SEC |
| ANSID_C_309SEC |
| ANSID_C_310SEC |
| ANSID_C_311SEC |
| ANSID_C_312SEC |
| ANSID_C_501DET |
| ANSID_X_501STM |
| ANSID_X_502STG |
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