drawings.pdf
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- FC/MR&T, BIG SUNFLOWER RIVER BASIN, BIG SUNFLOWER RIVER, SEDIMENT REDUCTION STRUCTURES, PHASE III
- Solicitation number
- W912EE17B0015
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®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912EE-17-B-0015
Contract: W912EE-XX-X-XXXX
C h ie f, D e s ig n B ra n c h
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SUNFLOWER, TALLAHATCHIE, BOLIVAR, & COAHOMA CO.
SEDIMENT REDUCTION STRUCTURES
PHASE III
BIG SUNFLOWER RIVER BASIN
FC/MR&T
July 2017
/2
/1
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Pine Bluff
Malvern
Hot Springs
Fordyce
Murfreesboro
Arkadelphia
Prescott
Hope
Camden
Hampton
City
Arkansas
Village
Lake
Eudora Crossett
El Dorado
Homer
Ruston
Monroe
Bastrop
Farmerville
Delhi
Tallulah
Natchez Vidalia
Jonesville
Winnfield
Providence
Lake
A R K A N S A S
M O N T G O M E R Y
G A R L A N D
S A L I N E
P U L A S K I
J E F F E R S O N
G R A N T
H O T S P R I N G
C L A R K P I K E
P O L K
H E M P S T E A D
N E V A D A
O U A C H I T A
C A L H O U N
B R A D L E Y
L I N C O L NC L E V E L A N D
D A L L A S D E S H A
C H I C O T
A S H L E YA S H L E Y
U N I O NC O L U M B I A
U N I O N
C L A I B O R N E
M O R E H O U S E
W E S T
C A R R O L L
C A R R O L L
E A S T
L I N C O L N
B I E N V I L L E
J A C K S O N
O U A C H I T A
R I C H L A N D
C A L D W E L L
F R A N K L I N
T E N S A S
M A D I S O N
W I N N
L A S A L L E
C O N C O R D I A
Y E L L
OUACHITA
RIVER
Caddo
River
O U A C H I T A
RIVER
Missouri
River
Terre
Noire
Creek
C r e e k
Tu li p
Ozan
Cr ee k
Saline
R i v e r
Bayou
Bartholomew
Arkansas
River
Mi ss is si pp i
Ri ve r
M o r o
C r e e k
Boe uf
Riv er
Ba yo u
Ma co n
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Ba yo u
Ba rt ho lo me w
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C r e e k
Big
Ba yo u
Bo eu f
R i v e r
C o l e w a
Cr ee k
T e n s a s
R i v e r
O U A C H I T A
RIVER
Little
Corney
Corney
Bayou
Bayou
Bayou
D'Arbonne
D'Arbonne
Bayou
Middle
Fork
Bayou
D'Arb onne
Dugdemona
River
Castor
C r e e k
Little
River
B l a c k
R i v e r
OUACHITA
LAKE
LAKE
DE GRAY
GREESON
LAKE
Catherine Lake
C A T A H O U L A
Mi ss is si pp i
R i v e r
Calion
M I L L E R
L A F A Y E T T E
Magnolia
Texarkana
C A D D O
B O S S I E R
W E B S T E R
R E D R I V E R
N A T C H I T O C H E S
D E S O T O
G R A N T
R A P I D E S
A V O Y E L L E S
Springhill
SHREVEPORT
Minden
Arcadia
Mansfield
Coushatta
Natchitoches
ALEXANDRIA
Pineville
Re d
C h u t e
M c
K i n n e y
B a y o u
Sulphur
River
P o s t e n
Ba yo u
B a y o u
Bo dc au
B a y o u
Do rc he at
D o r c h e a t
Bayou
RED
RIVER
Old River
B l a c k
L a k e
Bayou
Sa li ne
Ba yo u
Bayou
R e d
Chute
Iatt
Creek
Cane
River
Cyp res s
Bayou
Pierre
Black
Bayou
M I S S I S S I P P I
ROCK
LITTLE
Hamilton Lake
65165
E
W
82 3
W
W
E
Dealing Plain
City Bossier
Monroe West
Lake Caddo
Lake Wallace
B
Lake Catahoula
LAKE
ARKABUTLA
LAKE
SARDIS
LAKE
ENID
LAKE
GRENADA
R i v e r
L
R
Bluff Holly
Fork Rolling
Marks
Darling
Belzoni
Ti pp ah
Tal lah atc hie
River
Sku na
River
Riv er
C o l d w a t e r
B o g u e
P h a l i a
S t e e l e
Ba yo u
YA
ZO
O
Riv er
Otouca lofa Cr.
T a l l a h a t c h i e
VICKSBURG
Greenwood
GREENVILLE
Sardis
Tunica
Grenada
Enid
Cleveland
S u n f l o w e r
CLARKSDALE
Ascalmore
Cr
Hernando
Big San d Cr
Teoc Cr
Potacocowa Cr
Sabougla
Cr
Cr
Tillatoba
L
Tall ahat chie
Ri ve r
Cr
Co ld wa te r
River
Abiaca
Cr
Pelucia
Cr
Chi cop a Cr
Fa nn eg us ha
Cr
Black
Cr
Tchu la
Lak e
S u n f l o w e r
River
Harris
Bayou
Indianola
Po rt er s
Bayou
Be ar
Cre ek
Q u i v e r
B l a c k
B a y o u
P A
N O
L A
FLO
ODWAY
Q U
IT
M A
N
M a i n
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S u n f l o w e r
Riv er
Cassidy
Bayou
W
IL
L
M
W H
IT
T
IN
G T O
N
C H
A N
N E L
Ar ka bu tl a
Canal
Yocona R
Yocona
Yalob usha
Cr ee k
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Yazoo City
Hick ahal a
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X
IL
IA
R Y
River
Riv er
D E S O T O
M A R S H A L L
B E N T O N
T I P P A H
U N I O N
T A T E
T U N I C A
P A N O L A
L A F A Y E T T E
P O N O T O C
C O A H O M A
Q U I T M A N
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L O
W E
R
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A
W
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C A R R O L L
H O L M E S
W A S H I N G T O N
S H A R K E Y
H U M P H R E Y S
I S S A Q U E N A
W A R R E N
Y A Z O O
B O L I V A R
RIV
ER
R i v e r
Springs
Holly
Bi g
Bl ac k
River
Big Bywy Ditch
Yo ck an oo ka ny
Riv er
L o b u t c h a
Creek
Pear l
River
Reservoir
Ross Barnett
Tuscolameta
Creek
Pearl
RiverBogue
Chitto
W e s t
H o b o l o c h i t t o
C r e e k
Buff alo
River
Ho mo ch it to
Ri ve r
Coles
Cre ek
Bayou
Pierre
Eupora
Winona
Durant Kosciusko
Carthage
Canton
Forest
JACKSON
Mendenhall
Springs
Crystal
Brookhaven
McComb
Tylertown
Bogalusa
Franklinton
Columbia
Picayune
Woodville
Fayette
Gibson
Port
Utica
C H O C T A W
W I N S T O N
A T T A L A
N E S H O B A
K
E
P
E
RL E A K E
M A D I S O N
S C O T T
N
W
T
O
N
H I N D S
R A N K I N S
I T
H
S I M P S O N
C O P I A HC L A I B O R N E
J E F F E R S O N
A D A M S
F R A N K L I N
W I L K I N S O N P I K E
W A L T H A L L
L I N C O L N
L A W R E N C E D A V I S
J E F F E R S O N
M A R I O N
L A M A R
W A S H I N G T O N
R I V E R
P E A R L
H A N C O C K
MISSISSIPPI
LOUISIANA
Lonoke
Stuttgart
Bayou
Meto Salt
Little
W a b b a s e k a
Bayou
St ro ng
Riv er
P U L A S K I
L O N O K E
A R K A N S A S
A M I T E
Gillett
McGehee
Dumas
Co nn er ly
Ba yo u
Macon
Lake
Canal
No.
Lake Calion
Lit tle
R
St John Lake
B a y o u
B i g
Ba yo u
Ca ne y
F l e s c h m a n s
B
B Mi ll
T e n s a s
Ba yo u R u s s
Ca na l
No
Canal
No.
No.
Canal
Canal
No.
Black
Pond Slough
Ba yo u
Ma co n
B a y o u
M a c o n
Di ve rs on C an al N o.
Bo eu f
Ri ve r
Cl ay
B
B
146.4
6.2
.5
.3
.6
.2
13.9
8.0
7.1
Lo ng
Br
Cocodrie
Wild Cow
Bayou
B a y o u
Lake Cheniere
Creek
Cheniere
Bawcomville
River Lake Black
Flood Wall
Columbia
Fulton
Field B
Ma ni ec e
B
Lewisville
L o g g y
Flate
R i v e r
.0
Bourbeaux
Boyce
Colfax
Marksville
Moncla
Collins Cr
Satartia
Wolf
La ke
To ke ba
B
Lake
George
Panthe r
Creek
A U
X
IL
IA
R Y
C H
A N
N E L
L O
W E R
Snake
Cr
Marksville
Lake Bee
Lake Horseshoe
Ti pp o
B P a t t e r s o n
C r
Ma rs h
B
Tu rk ey B
B
Gi n
0+00 Miss River Levees
4519+76 Ark River Levees
J o n e s
Bayo u
Mound
B
Black
Bayou
Pa rk s
B
Bo gu e
H a s t y
Sn ak e
C r
C l e a r
Cr
Ditchlow
B
Ba yo u
Tw in L ak e
Bogue Phalia
Cutoff
Bolivar Lake
Lake Swan
Washington Lake
B a y o u
Dow lin g
Ri ve r
H u s h p u c k e n a
Lake Whiting
Mi ll
Hull
C r
Br
Lake Moon
Pass Yazoo
7.
7.8
.0
.7
5.
7.5
69.7
9.4
.1
BFi gh ti ng
9.
6.5
.0
Lake Wasp
Lock & Dam
Abandoned
22.2
.4
Dawson
17.5
2.5
.8
LOUISIANA
ARKANSAS
TENNESSEE
MISSISSIPPI
T
EX
A S
Mc Ki nn ey
B
Laf our che
G arland C ity
Brake
Mathews
Alligator-Catfish
Bayous
B a y o u
Big
Choct aw
B a y o u
B o e u f
L
Creek
Staulkinghead
Little River
Pearl
West
River
P e a r l
River
Lake Tunica
Chicot Lake
Providence Lake
Plant
Pumping
Cocodrie
Wall
Flood
Lake Eagle
Mary Lake
Iatt Lake
Lake Saline
Lake Clear
Bistineau Lake
Lake D'Arbonne
Claiborne Lake
Lake Badcau
Reservoir Cypress Bayou
Lake Cross
Lake Corney
Erling Lake
Lake Bayou Black
Lake Black
L O U I S I A N A
Ba yo u
Sa ra
T h o m p s o n
Cr
Ri ve r
A m i t e
Wallace
Bayou
Bayou
Rigolette
0.0 210.5
Canal
No.
Ext.
.4 0.
Canal
No.
Ext.
11.3
0.0
Bayou
Rapides
35.0
.8
Wh it e
Ri ve r
D a v i d
B u r r e l l
Ba yo u B a y o u
23.2
Old
Ba yo u
B o b o
.9
R
Ta ll ah at ch ie
Li tt le
Deep B
Tuck er
B
32.50
Ba yo u
35.0
B a y o u
Bayou
Meto B i g
Meto
Bayou
G-002
,0
' G -0
P ro je c t L o c a ti o n a n d I n d e x .d g n
SCALE 1 : 100,000
10000 20000 30000 40000 5000010000 5000
DWG. NO. TITLE
N
PROJECT LOCATION MAP
INDEX TO DRAWINGS
J u s ti n L
C a rt e r
J L
C T
A T
/2
/2
P R
O J E
C T L
O C
A T
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PROJECT LOCATION
2. DRAWING WAS DEVELOPED USING UNITS OF US FEET.
FOR LAYOUT AND CONSTRUCTION OF THIS PROJECT.
DATA SHALL BE ASSUMED AS A LOCAL COORDINATE SYSTEM
NAVD88 VERTICAL DATUM, BUT THE COORDINATE AND ELEVATION
SYSTEM, WEST ZONE, NAD83(2011) HORIZONTAL DATUM AND
PLANS ARE BASED ON MISSISSIPPI STATE PLANE COORDINATES
1. THE INFORMATION AND DESIGNS PRESENTED IN THESE
NOTE:
A N
D I
N D
E X T
O D
R A
W
IN
G S
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
MISCELLANEOUS CONSTRUCTION DETAILS
MISCELLANEOUS PIPE AND RISER DETAILS
GRADE CONTROL PIPE AND RISER DETAILS
TYPICAL DOUBLE GRADE CONTROL STRUCTURE
TYPICAL SINGLE GRADE CONTROL STRUCTURE
SITE NO. BS17-PB-06 FINAL SITE PLAN
SITE NO. BS17-PB-06 EXISTING SITE SURVEY
SITE NO. BS17-PB-03 FINAL SITE PLAN
SITE NO. BS17-PB-03 EXISTING SITE SURVEY
SITE NO. BS17-HB-04 FINAL SITE PLAN
SITE NO. BS17-HB-04 EXISTING SITE SURVEY
SITE NO. BS17-DB-03 FINAL SITE PLAN
SITE NO. BS17-DB-03 EXISTING SITE SURVEY
SITE NO. BS17-DB-02 FINAL SITE PLAN
SITE NO. BS17-DB-02 EXISTING SITE SURVEY
SITE NO. BS17-DB-01 FINAL SITE PLAN
SITE NO. BS17-DB-01 EXISTING SITE SURVEY
SITE NO. BS17-BS-70 FINAL SITE PLAN
SITE NO. BS17-BS-70 EXISTING SITE SURVEY
SITE NO. BS17-BS-69 FINAL SITE PLAN
SITE NO. BS17-BS-69 EXISTING SITE SURVEY
SITE NO. BS17-BS-65 FINAL SITE PLAN
SITE NO. BS17-BS-63 FINAL SITE PLAN
SITE NOS. BS17-BS-63 & 65 FINAL OVERALL SITE PLAN
SITE NOS. BS17-BS-63 & 65 EXISTING SITE SURVEY
SITE NO. BS17-BB-16 FINAL SITE PLAN
SITE NO. BS17-BB-16 EXISTING SITE SURVEY
SITE NO. BS17-BB-01 FINAL SITE PLAN
SITE NO. BS17-BB-01 EXISTING SITE SURVEY
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-PB-06
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-PB-03
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-HB-04
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NOS. BS17-DB-02 & 03
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-DB-01
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-BS-70
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-BS-69
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NOS. BS17-BS-63 & 65
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-BB-16
SURVEY AND RIGHT-OF-WAY LIMITS STRUCTURE SITE NO. BS17-BB-01
PROJECT VICINITY MAP
PROJECT LOCATION MAP AND INDEX TO DRAWINGS
COVER SHEET
C-501
C-129
C-128
C-127
C-126
C-125
C-124
C-123
C-122
C-121
C-120
C-119
C-118
C-117
C-116
C-115
C-114
C-113
C-112
C-111
C-110
C-109
C-108
C-107
C-106
C-105
C-104
C-103
C-102
C-101
G-111
G-110
G-109
G-108
G-107
G-106
G-105
G-104
G-103
G-102
G-101
G-002
G-001
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D B
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IDENTIFICATION
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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IN
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US Army Corps
D E
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W E
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-C -x x x x
B S -1
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D a v id W a ll a c e P .E
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SCALE: 1" = 10,000'
20000'10000'
G-101
G -1
A ll S it e s P ro je c t L o c a ti o n M a p .d g n
,0
J L
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J u s ti n L
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SITE NOS. BS17-DB-01,
BS17-DB-02,
& BS17-DB-03
SITE NOS. BS17-BS-63,
BS17-BS-65,
BS17-BS-69,
& BS17-BS-70
SITE NOS. BS17-BB-01,
& BS17-BB-16
SITE NOS. BS17-PB-03,
& BS17-PB-06
SITE NOS. BS17-HB-04
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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U M
B E
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S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
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PROJECT LOCATION MAP
C D
IV
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N
S T
R U
C T
U R
E S S
E C
T
IO
N S
T R
U C
T U
R E S
IT
E N
O
B S -B
B -0
L O
M B
A R
D Y R
O A
D
BS17-BB-01 CENTERLINE
AZ 282°0'00"
AZ 282°0'00"
G -1
S it e B
S -B
B -0 d g n
J u s ti n L
C a rt e r
T A
T J L
C
ROW LIMITS
N 1,621,787.85
E 2,210,941.47
ROW ACCESS =
30' FIELD ROAD
ROW LIMITS
N 1,621,396.76
E 2,210,857.54
ROW LIMITS =
THALWEG OF DITCH
R
IG
H T -O
F -W
A Y L
IM
IT
S
B L A
C K B
A Y
O U
/2
/2
G-102
S O
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IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
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N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-BB-01
RIGHT-OF-WAY LIMITS
200'0 100'
SCALE: 1" = 200'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-103
AZ. 290°0'00"
A Z . 3
°0 '0
SITE BS17-BB-16
J u s ti n L
C a rt e r
J L
C T
A T
S T
R U
C T
U R
E S
IT
E N
O
B S -B
B -1
ROW LIMITS
N 1,629,316.50 E 2,212,743.97
ROW LIMITS
N 1,629,685.82 E 2,212,852.40
ROW LIMITS
N 1,629,975.78 E 2,213,822.93
ROW LIMITS =
THALWEG OF CHANNEL
R
IG
H T -O
F -W
A Y L
IM
IT
S
BLACK B
AYOU
LOMBARDY
ROAD
/2
/2
G -1
S it e B
S -B
B -1 d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-BB-16
RIGHT-OF-WAY LIMITS
SCALE: 1" = 100'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-104
AZ. 25
5°0'0
0"
AZ. 288°0'00"
SURVEY AND
ROW LIMITS
N1,629,091.31 E 2,203,914.69
J u s ti n L
C a rt e r
J L
C T
A T
ROW ACCESS =
30' FIELD ROAD
ROW LIMITS
N 1,629,425.47 E 2,203,951.08
ROW LIMITS
N 1,629,464.42 E 2,204,418.30
ROW LIMITS
N 1,629,781.75 E 2,204,736.24
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,628,268.66 E 2,204,724.13
ROW LIMITS
N 1,628,913.67 E 2,204,457.60
BS17-BS-63
BS17-BS-65
BLUE C
AIN
ROAD
B L
U E C
A
IN
R
O A
D
B
IG
S
U N
F L
O W
E R
R
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H T -O
F -W
A Y L
IM
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S S
T R
U C
T U
R
S
IT
E N
O S
B S -B
S -6
B
S -B
S -6
F L
O W
/2
/2
G -1
S it e B
S -B
S -6 t h ru d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
RIGHT-OF-WAY LIMITS
STRUCTURE SITE NOS. BS17-BS-63 & BS17-BS-65
SCALE: 1" = 100'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
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N
G-105
S T
R U
C T
U R
E S
IT
E N
O
B S -B
S -6
AZ. 2
54°0 '00"
AZ. 2
54°0 '00"
BS17-BS-69
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -B
S -6 d g n
TO NEW AFRICA ROAD
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,633,554.55 E 2,213,640.37
ROW LIMITS
N 1,634,035.16 E 2,213,502.56
ROW ACCESS =
30' FIELD ROAD
R
IG
H T -O
F -W
A Y L
IM
IT
S
/2
/2
S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
T U
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P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-BS-69
RIGHT-OF-WAY LIMITS
400'0 200'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-106
S T
R U
C T
U R
E S
IT
E N
O
B S -B
S -7
AZ. 340°0'00"
AZ.
7°0 '00
AZ.
7°0 '00
BS17-BS-70
TO NEW AFRICA ROAD
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -B
S -7 d g n
ROW LIMITS
N 1,634,814.41 E 2,210,378.44
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,635,275.98 E 2,211,465.84
ROW LIMITS
N 1,634,815.73 E 2,211,661.20
ROW ACCESS =
30' FIELD ROAD
R
IG
H T -O
F -W
A Y L
IM
IT
S
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
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P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-BS-70
RIGHT-OF-WAY LIMITS
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-107
S T
R U
C T
U R
E S
IT
E N
O
B S -D
B -0
A Z . 314°0'00"
A Z . 314°0'00"
AZ. 249°0'00"
BS17-DB-01
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -D
B -0 d g n
R
IG
H T -O
F -W
A Y L
IM
IT
S
ROW LIMITS
N 1,656,197.33 E 2,205,409.25
ROW LIMITS
N 1,656,544.04 E 2,205,744.07
ROW LIMITS =
THALWEG OF CHANNEL
K L
IN
E -J
O H
N S
O N R
O A
D
ROW ACCESS =
30' FIELD ROAD
J O
H N S
O N R
O A
D
B
IG
S
U N
F L
O W
E R
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
T U
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P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-DB-01
RIGHT-OF-WAY LIMITS
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
A Z . 0
'0
A Z . 0
'0
A Z . 3
°0 '0
A Z . 3
°0 '0
BS17-DB-03
BS17-DB-02
K L
IN
E -J
O H
N S
O N R
O A
D
G-108
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -D
B -0 d g n
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,658,011.54 E 2,202,984.28
ROW LIMITS
N 1,658,011.54 E 2,203,411.17
ROW LIMITS
N 1,658,154.13 E 2,203,846.42
ROW LIMITS
N 1,658,358.76 E 2,204,471.10
ROW ACCESS =
30' FIELD ROAD
ROW LIMITS
N 1,658,545.59 E 2,204,999.55
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,658,750.13 E 2,205,438.20
R
IG
H T -O
F -W
A Y L
IM
IT
S S
T R
U C
T U
R E
S
IT
E N
O S
B S -D
B -0
B
S -D
B -0
ROW ACCESS =
30' FIELD ROAD
/2
/2
S O
L
IC
IT
A T
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N N
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F
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D W
N B
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C K
D B
Y
D E
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N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
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A P
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B E
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B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
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U C
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/2
/2
STRUCTURE SITE NOS. BS17-DB-02 & BS17-DB-03
RIGHT-OF-WAY LIMITS
300'0 150'
SCALE: 1" = 150'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
G-109
S T
R U
C T
U R
E S
IT
E N
O
B S -H
B -0
A Z. 310°0'00"
A Z. 310°0'00"
BS17-HB-04
K L
IN
E -J
O H
N S
O N R
O A
D
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -H
B -0 d g n
ROW LIMITS
N 1,669,118.61 E 2,202,392.73
ROW LIMITS
N 1,668,888.27 E 2,202,042.65
ROW LIMITS =
THALWEG OF CHANNEL
ROW ACCESS =
30' FIELD ROAD
R
IG
H T -O
F -W
A Y L
IM
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H A R R
IS
B
A Y O
U
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S O
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A T
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D B
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D E
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N E
D B
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D E
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
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N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
IS
S
IS
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IP
P I
A N
S I
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US Army Corps of Engineers
D E
S
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N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
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P H
A S
E I
II
/2
/2
STRUCTURE SITE NO. BS17-HB-04
RIGHT-OF-WAY LIMITS
300'0 150'
SCALE: 1" = 150'
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
150.0' (TYP.)
150.0' (TYP.)
0 60 60 120FT
SCALE: 1''= 60'
G-110
A Z °0 '0 .0
A Z . 1
°0 '0 .0
A Z . 2
°0 '0 .0 0"
PAR
KS
P A R
K S
A Z °0 '0 .0
A Z °0 '0 .0
A Z . 1
°0 '0 .0
A Z . 1
°0 '0 .0
A Z . 2
°0 '0 .0 0"
A Z . 2
°0 '0 .0 0"
AZ. 2
54°
0'0.
00"
SURVEY AND
ROW LIMITS
N 1,572,418.28
E 2,270,181.73
BS17-PB-03
S T
R U
C T
U R
E S
IT
E N
O
B S -P
B -0
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e B
S -P
B -0 d g n
ROW LIMITS
N 1,572,165.86
E 2,270,134.42
ROW LIMITS
N 1,572,256.51
E 2,270,225.07
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,571,991.76
E 2,270,384.59
ROW LIMITS
N 1,572,166.85
E 2,270,559.68
ROW LIMITS
N 1,572,375.89
E 2,270,503.67
ROW LIMITS
N 1,572,722.79
E 2,270,703.95
ROW LIMITS
N 1,572,872.79
E 2,270,444.14
R
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H T -O
F -W
A Y L
IM
IT
S
FLO
W
FLOW
/2
/2
S O
L
IC
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A T
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N N
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F
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E N
A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
T U
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P H
A S
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STRUCTURE SITE NO. BS17-PB-03
RIGHT-OF-WAY LIMITS
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
0 60 60 120FT
SCALE: 1''= 60'
G-111
P A R
K S
A Z °0 '0 .0
A Z °0 '0 .0
AZ.
°0 '0 .0 0"
AZ.
°0 '0 .0 0"
AZ. 296°0'00"
AZ. 296°0'00"
S T
R U
C T
U R
E S
IT
E N
O
B S -P
B -0
BS17-PB-06
J u s ti n L
C a rt e r
J L
C T
A T
G -1
S it e s B
S -P
B -0 d g n
ROW LIMITS
N 1,573,275.69
E 2,270,694.21
ROW LIMITS
N 1,573,382.17
E 2,270,846.28
ROW LIMITS
N 1,573,885.02
E 2,270,916.95
ROW LIMITS
N 1,573,885.02
E 2,271,219.90
ROW LIMITS
N 1,573,408.29
E 2,271,152.89
ROW LIMITS =
THALWEG OF CHANNEL
ROW LIMITS
N 1,573,141.43
E 2,271,025.51
ROW LIMITS
N 1,573,029.94
E 2,270,866.28
R
IG
H T -O
F -W
A Y L
IM
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S
F L
O W
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/1
S O
L
IC
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A T
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N N
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Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
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STRUCTURE SITE NO. BS17-PB-06
RIGHT-OF-WAY LIMITS
Z .3
'3
.9
A Z .3 °1
'1 .3
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
EXISTING SITE SURVEY
BS17-BB-01
J u s ti n L
C a rt e r
J L
C T
A T
C -1
In it ia l S it e B
S -B
B -0 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -B
B -0
C-101
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
/2
/2
IR-3
EL.145.880
IR-2
EL.144.967
CULTIVATED FIELD
CULTIVATED FIELD
IR-1
EL.144.849
T O
P B
A N
KT
H
A L
W E
G
T O
P B
A N
K
WOODS
WOODS
IR-1 1621453.247 2210413.312 144.849 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR-2 1621679.341 2210555.719 144.967 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS)
IR-3 1621912.704 2210550.799 145.880 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS)
F.B. 42121
SURVEY BY: PYBURN & ODOM
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
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.2
OPUS NAD83 (2011) DATUM IN FEET NAVD88
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
C
C
.4
C
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
BS17-BB-01
J u s ti n L
C a rt e r
J L
C T
A T
B S -B
B -0
SLOPE VARIES
1 ON 3 SLOPE, TYP.
L
L
DRAIN TO RISER, TYP.
END DIVERSION DIKE
N 1,621,881.53 E 2,210,516.45
DIVERSION DIKE
N 1,621,793.13 E 2,210,481.40
FINAL SITE PLAN
F
IN
A L S
IT
E P
L A
N
C -1
F in a l S it e B
S -B
B -0 d g n
C-102
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
CULTIVATED FIELD
CULTIVATED FIELD
T O
P B
A N
KT
H
A L
W E
G
T O
P B
A N
K
WOODS
WOODS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
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U C
T U
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MATCH EXISTING
GROUND EL. 126.0
42" CONDUIT
CENTER OF
60" RISER
EL. 143.5
N 1,621,649.04 E 2,210,511.88
EMBANKMENT C
EL. 149.0
N 1,621,710.63 E 2,210,504.72
EMBANKMENT C
EL. 149.0
N 1,621,608.07 E 2,210,464.82
DIVERSION DIKE
N 1,621,559.46 E 2,210,415.54
END DIVERSION DIKE
N 1,621,503.07 E 2,210,401.53
PLANE COORDINATES, WEST ZONE.
SURVEY BY: PYBURN & ODOM
F.B. 42121
HORIZONTAL DATA BASED ON MISSISSIPPI STATE
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
A Z .2 °5 8' .9 5"
2.
.1
4.
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
J u s ti n L
C a rt e r
J L
C T
A T
C -1
In it ia l S it e B
S -B
B -1 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -B
B -1
EXISTING SITE SURVEY
BS17-BB-16
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
C-103
/2
/2
CULTIVATED FIELD
T H
A L
W E
G
T O
P B
A N
K
TOP BANK DITCH
DITCH
DIRT ROAD
W .E
CULTIVATED FIELD
THALW
EGW.E.
D
IR
T R
O A D
D
IR
T R
O A
D
TOP B
ANK
VEGETATION
VEGETATION
D
IR
T R
O A D
25" METAL CULVERT
US INV.EL.143.870
DS INV.EL.143.357
TOP METAL FLOOD STRUCTURE EL.146.365
(DO NOT DISTURB)
IR 30001 1629335.758 2213222.547 147.386 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 30002 1629248.626 2213120.009 147.003 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 30003 1629148.018 2213019.293 146.683 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 35001 1629581.739 2213535.572 147.404 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 35002 1629501.193 2213455.108 145.767 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 35003 1629708.483 2213657.932 146.528 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 30003
EL.146.683
IR 30002
EL.147.003 IR 30001
EL.147.386
IR 35002
EL.145.767
IR 35001
EL.147.404
IR 35003
EL.146.528
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
A Z .2 °0 1' .6 5"
A Z.
9° '3 7.
3.
A Z .4 °5 '3 .3
145 145
145145
C
C
C
C
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
J u s ti n L
C a rt e r
J L
C T
A T
C -1
X In it ia l S it e B
S -1
-6
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
1 ON 3 SLOPE, TYP.
DRAIN TO RISER, TYP.
SLOPE VARIES
BS17-BB-16
B S -B
B -1
C-104
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LIMITS OF RIPRAP
L
L
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
CULTIVATED FIELD
T H
A L
W E
G
T O
P B
A N
K
TOP BANK DITCH
DITCH
DIRT ROAD
W .E
CULTIVATED FIELD
THALW
EGW.E.
D
IR
T R
O A D
D
IR
T R
O A
D
TOP B
ANK
VEGETATION
VEGETATION
D
IR
T R
O A D
25" METAL CULVERT
US INV.EL.143.870
DS INV.EL.143.357
TOP METAL FLOOD STRUCTURE EL.146.365
(DO NOT DISTURB)
MATCH EXISTING
GROUND EL. 119.0
42" CONDUIT
CENTER OF
60" RISER
EL. 144.0
N 1,629,445.02 E 2,213,197.98
145 145
145145
END DIVERSION DIKE
TIE TO EL. 146.0
N 1,629,588.74 E 2,213,448.75
END DIVERSION DIKE
TIE TO EL. 146.0
N 1,629,345.35 E 2,213,124.91
EMBANKMENT C
EL. 149.0
N 1,629,377.95 E 2,213,147.24
EMBANKMENT C
EL. 149.0
N 1,629,466.53 E 2,213,279.53
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
EXISTING SITE SURVEY
BS17-BS-63 & 65
J u s ti n L
C a rt e r
J L
C T
A T
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -B
S -6
C-105
C -1
In it ia l S it e B
S -1
-6
SCALE: 1 IN. = 100 FT.
10050 200 300 FT.
/2
/2
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
T H
A L
W E
G
T O
P B
A N
K
WOODS
WOODS
36" CMP
INLET INV.EL140.586
OUTLET INV.EL.138.519
CULTIVATED FIELD
T O
P B
A N
K
T H
A L
W E
G
WOODS
WOODS
IR 105001
EL.144.465
IR 100002
EL.143.938
IR 100001
EL.143.041
IR 100002 1629718.631 2204127.620 143.938 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88) IR 100001 1629915.904 2204385.549 143.041 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 105001 1629588.870 2203584.185 144.465 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
PLANE COORDINATES, WEST ZONE.
F.B. 42120
SURVEY BY: PYBURN & ODOM
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
HORIZONTAL DATA BASED ON MISSISSIPPI STATE
558.
71'
4.
AZ.25
6°34 '13.5
1"
A Z.
2° '2 3.
120120
120 120
120120
5 125
130 130 130
135135
135135
140 140
140 140
C
C
C
5 14
5 1
145145145
145 145 145
145145
5145145
WOODS
BS17-BS-63 & 65
J u s ti n L
C a rt e r
J L
C T
A T
B S -B
S -6
FINAL OVERALL SITE PLAN
F
IN
A L O
V E
R A
L L S
IT
E P
L A
N
DRAIN TO RISER, TYP.
DRAIN TO RISER, TYP.
C-106
C -1
F in a l S it e B
S -B
S -6 d g n
SCALE: 1 IN. = 100 FT.
10050 200 300 FT.
/2
/2
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
T H
A L
W E
G
T O
P B
A N
K
WOODS
WOODS
36" CMP
INLET INV.EL140.586
OUTLET INV.EL.138.519
CULTIVATED FIELD
T O
P B
A N
K
T H
A L
W E
G
WOODS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
S T
R U
C T
U R
E S S
E C
T
IO
N
/2
/2
120120
120 120
5 125
130 130 130
135135
140 140
140 140
5 14
145145145
145 145 145
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
J u s ti n L
C a rt e r
J L
C T
A T
B S -B
S -6
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
BS17-BS-63
1 ON 3 SLOPE, TYP.
SLOPE VARIES
L
L
C-107
C -1
F in a l S it e B
S -1
-6
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
T H
A L
W E
G
T O
P B
A N
K
WOODS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
MATCH EXISTING
GROUND EL. 110.0
42" CONDUIT
140140
CENTER OF
66" RISER
EL. 143.5
N 1,628,552.84 E 2,205,089.95
5 14
145145145
EMBANKMENT C
EL. 149.0
N 1,628,656.74 E 2,205,084.90
EMBANKMENT C
EL. 149.0
N 1,628,467.20 E 2,205,148.48 u s ti n L
C a rt e r
J L
C T
A T
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
1 ON 3 SLOPE, TYP.
L
L
SLOPE VARIES
BS17-BS-65
B S -B
S -6
C -1
F in a l S it e B
S -1
-6
C-108
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
WOODS
WOODS
CULTIVATED FIELD
T O
P B
A N
K
T H
A L
W E
G
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
S T
R U
C T
U R
E S S
E C
T
IO
N
/2
/2
MATCH EXISTING
GROUND EL. 110.0
24" CONDUIT
120120
125 125
130 130
CENTER OF
36" RISER
EL. 143.5
N 1,629,472.05 E 2,204,912.97
145 145 145
EMBANKMENT C
EL. 149.0
N 1,629,544.93 E 2,204,944.44
EMBANKMENT C
EL. 149.0
N 1,629,395.66 E 2,204,935.37
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
J u s ti n L
C a rt e r
J L
C T
A T
C -1
In it ia l S it e B
S -B
S -6 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -B
S -6
EXISTING SITE SURVEY
BS17-BS-69
C-109
SCALE: 1 IN. = 70 FT.
7035 140 210 FT.
/2
/2
WOODS
TO
P B
A N
K
THALW
EG
W.E.
WOODS
WOODS
TOP B
ANK D
ITCH
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
DIRT ROAD
IR 85003
EL.149.653
IR 85002
EL.149.164
IR 85001
EL.146.545
IR 85003 1633324.322 2212738.574 149.653 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS) IR 85002 1633591.603 2213126.896 149.164 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS) IR 85001 1633759.715 2213194.196 146.545 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
SURVEY BY: PYBURN & ODOM
F.B. 42123
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2 h
140 140
145145
C
C
C s ti n L
C a rt e r
J L
C T
A T
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
1 ON 3 SLOPES, TYP.
FILL TO EL. 145.0
DRAIN TO RISER, TYP.
FILL TO
EL. 145.0
L
L
BS17-BS-69
B S -B
S -6
SCALE: 1 IN. = 70 FT.
7035 140 210 FT.
C-110
C -1
F in a l S it e B
S -B
S -6
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
S T
R U
C T
U R
E S S
E C
T
IO
N
/2
/2
WOODS
TO
P B
A N
K
THALW
EG
W.E.
WOODS
WOODS
TOP B
ANK D
ITCH
WOODS
CULTIVATED FIELD
CULTIVATED FIELD
DIRT ROAD
MATCH EXISTING
GROUND EL. 127.0
LIMITS OF RIPRAP
42" CONDUIT
h
140 140
CENTER OF
54" RISER
EL. 142.0
N 1,633,392.95 E 2,212,349.06
145145
END DIVERSION DIKE
TIE TO EL. 148.0
N 1,633,466.43 E 2,212,103.96
END DIVERSION DIKE
TIE TO EL. 148.0
N 1,633,253.99 E 2,212,290.04
EMBANKMENT C
EL. 150.0
N 1,633,307.38 E 2,212,347.28
DIVERSION DIKE
N 1,633,449.43 E 2,212,153.14
DIVERSION DIKE
N 1,633,484.11 E 2,212,231.98
EMBANKMENT C
EL. 150.0
N 1,633,435.29 E 2,212,292.65
Z .1
°5
'1
.8
.5
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
J u s ti n L
C a rt e r
J L
C T
A T
C -1
X In it ia l S it e B
S -1
-7 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -B
S -7
EXISTING SITE SURVEY
BS17-BS-70
C-111
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
/2
/2
CULTIVATED FIELD
FIELD ROAD
WOODS
TOP BANK
TOP B
ANK
WOODS
THALWEG
IR 80001 1635089.656 2211522.532 146.312 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 80002 1635089.511 2211014.099 146.949 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 80003 1634905.719 2210988.743 144.951 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
HORIZONTAL DATA BASED ON MISSISSIPPI STATE PLANE COORDINATES, WEST ZONE.
F.B. 42124
SURVEY BY: PYBURN & ODOM
IR 80003
EL.144.951
IR 80001
EL.146.312
IR 80002
EL.146.949
WOODS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
508.43'
AZ.269°59'1.18"
C
CC
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
1 ON 3 SLOPE, TYP.
SLOPE VARIES
DRAIN TO RISER, TYP.
DRAIN TO RISER, TYP.
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LIMITS OF RIPRAP
L
L
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
CULTIVATED FIELD
FIELD ROAD
WOODS
TOP BANK
TOP B
ANK
WOODS
THALWEG
WOODS
J u s ti n L
C a rt e r
J L
C T
A T
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
BS17-BS-70
B S -B
S -7
C-112
C -1
F in a l S it e B
S -B
S -7
/2
/2
MATCH EXISTING
GROUND EL. 128.0 30" CONDUIT
CENTER OF
42" RISER
EL. 142.5
N 1,634,740.78 E 2,210,844.66
DIVERSION DIKE
TIE TO EL. 147.0
N 1,634,728.42 E 2,210,476.74
END DIVERSION DIKE
TIE TO EL. 147.0
N 1,634,540.73 E 2,210,811.50
DIVERSION DIKE
HOLD TOP TO EL. 147.0
FOR FULL LENGTH
DIVERSION DIKE
HOLD TOP TO EL. 147.0
FOR FULL LENGTH
DIVERSION DIKE
EL. 147.0
N 1,634,736.35 E 2,210,602.19
DIVERSION DIKE
EL. 147.0
N 1,634,607.42 E 2,210,809.11
EMBANKMENT C
EL. 150.0
N 1,634,796.46 E 2,210,826.66
EMBANKMENT C
EL. 150.0
N 1,634,676.25 E 2,210,874.59
.2
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
EXISTING SITE SURVEY
BS17-DB-01
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LOW WIRE
35 FEET
PP
PP
LOW WIRE
H V P
O W
E R
L
IN
E
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
BAN
K
T O P
T H
A
LW
E G
TO
P BAN
K
TH
ALW
EG
IR 50001 11656173.174 2205817.750 143.238 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88) IR 50002 11656047.725 2205791.073 142.458 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS) IR 50003 11656220.550 2205875.955 142.820 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88-LEVELS)
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
HORIZONTAL DATA BASED ON MISSISSIPPI STATE
F.B. 42122
SURVEY BY: PYBURN & ODOM
PLANE COORDINATES, WEST ZONE.
IR 50001
EL 143.238
IR 50003
EL.142.820
IR 50002
EL.142.458
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
T U
R E
P H
A S
E I
II
/2
/2
J u s ti n L
C a rt e r
J L
C T
A T
C -1
In it ia l S it e B
S -D
B -0 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -D
B -0
C-113
/2
/2
A Z .1
°0 '1
.8
.0 5'
A Z.
°5 1'
C
C
CSS
C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
1 ON 3 SLOPE, TYP.
SLOPE VARIES
DRAIN TO RISER, TYP.
L
L
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
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M
IS
S
IS
S
IP
P I
A N
S I
D
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
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E I
II
/2
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LOW WIRE
35 FEET
PP
PP
LOW WIRE
H V P
O W
E R
L
IN
E
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
BAN
K
T O P
T H
A
LW
E G
TO
P BAN
K
TH
ALW
EG
J u s ti n L
C a rt e r
J L
C T
A T
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
BS17-DB-01
B S -D
B -0
C -1
F in a l S it e B
S -D
B -0 d g n
C-114
/2
/2
54" CONDUIT
CENTER OF
72" RISER
EL. 141.0
N 1,656,184.20 E 2,205,740.75
CENTER OF
72" RISER
EL. 141.0
N 1,656,193.43 E 2,205,744.59
SS
EMBANKMENT C
EL. 146.0
N 1,656,142.43 E 2,205,753.69
EMBANKMENT C
EL. 146.0
N 1,656,214.12 E 2,205,783.52
END DIVERSION DIKE
N 1,655,721.34 E 2,205,961.92
END DIVERSION DIKE
N 1,656,312.37 E 2,205,977.61
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
IR 40001 1658204.722 2203546.797 153.438 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 40002 1658140.630 2203353.490 153.233 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 40003 1658282.128 2203721.810 153.462 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 45001 1658756.525 2205156.170 151.040 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 45002 1658727.782 2204980.232 150.242 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 45003 1658865.045 2205338.340 150.986 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
AZ.260
°43'17
.59"
2.
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
AZ.
°1 3'2 .7 6"
EXISTING SITE SURVEY
BS17-DB-02
J u s ti n L
C a rt e r
J L
C J L
C T
A T
C -1
In it ia l S it e B
S -D
B -0 d g n
E X
IS
T
IN
G S
IT
E S
U R
V E
Y
B S -D
B -0
C-115
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
/2
/2
THALWEG
TOP B
ANK
WOODS
WOODS
TOP
BANK
IR 45002
EL.150.242
IR 45001
EL.151.040
IR 45003
EL.150.986
PLANE COORDINATES, WEST ZONE.
F.B. 42122
SURVEY BY: PYBURN & ODOM
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
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N S
T R
U C
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A S
E I
II
/2
/2
HORIZONTAL DATA BASED ON MISSISSIPPI STATE
RTK and OPUS NAD83 (2011) DATUM IN FEET NAVD88.
178.2 722'
CCCC
CCC
CCCC
s ti n L
C a rt e r
J L
C T
A T
F
IN
A L S
IT
E P
L A
N
FINAL SITE PLAN
BS17-DB-02
B S -D
B -0
1 ON 3 SLOPE, TYP.
SLOPE VARIES
L
L
DRAIN TO RISER, TYP.
C-116
C -1
F in a l S it e B
S -D
B -0
SCALE: 1 IN. = 30 FT.
3015 60 90 FT.
LIMITS OF RIPRAP
NOTES:
1. SEE REFERENCE DRAWINGS C-125 THRU C-129 FOR DETAILS.
2. "SLOPE VARIES" AREAS ARE NOT TO BE STEEPER THAN 1 ON 3.
3. SILT FENCES SHALL BE CONSTRUCTRED ON THE DOWNHILL SIDE
OF ALL STOCKPILES.
4. EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE
DOWNHILL SLOPE OF THE CHANNEL EMBANKMENT TO CATCH
SUSPENDED SEDIMENT LEAVING DISTURBED AREAS.
5. PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING
THE CONSTRUCTION OF THE DIVERSION DIKES.
6. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING
ARE NOT SHOWN ON THE SITE PLAN.
/2
/2
THALWEG
TOP B
ANK
WOODS
WOODS
TOP
BANK
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
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
US Army Corps of Engineers
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
W E
E -1
-B -0
W E
E -0
-C -x x x x
B S -1
-7
D a v id W a ll a c e P .E
S U
N F
L O
W E
R T
A L L
A H
A T
C H
IE
B O
L
IV
A R
C
O A
H O
M A C
O U
N T
IE
S
B
IG
S
U N
F L
O W
E R R
IV
E R B
A S
IN
F C /M
R
T
B
IG
S
U N
F L
O W
E R S
E D
IM
E N
T R
E D
U C
T
IO
N S
T R
U C
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P H
A S
E I
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S T
R U
C T
U R
E S S
E C
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N
/2
/2
MATCH EXISTING
GROUND EL. 139.0
24" CONDUIT
CENTER OF
36" RISER
EL. 149.5
N 1,658,764.52 E 2,205,171.08
EMBANKMENT C
EL. 149.5
N 1,658,826.14 E 2,205,207.95
EMBANKMENT C
EL. 149.5
N 1,658,751.13 E 2,205,114.43
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
DIVERSION DIKE
LOCATED 5.0' AWAY
FROM WOOD LINE
END DIVERSION DIKE
N 1,658,698.52 E 2,204,927.91
END DIVERSION DIKE
N 1,658,878.93 E 2,205,381.12
IR 40001 1658204.722 2203546.797 153.438 (2016) (OPUS-NAD83(2011) Ms. W.-NAVD88)
IR 40002 1658140.630 2203353.490 153.233 (2016) (RTK-NAD83(2011) Ms. W.-NAVD88)
IR 40003…
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