Attachment_1_TOGO_ISLAND_PLANS.pdf
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- Mississippi River Structures - MATOC Federal contract opportunity
- Solicitation number
- W912EQ-17-R-0014
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| File | Type | Posted |
|---|---|---|
| Base_Year_-_River_Structures_2017_MATOC_SPECS.pdf | ||
| Attachment_1_TOGO_ISLAND_SOW_&_SPECS.pdf | ||
| W912EQ-17-R-0014.pdf |
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®of Engineers
US Army Corps of Engineers
US Army Corps
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STONE DIKE CONSTRUCTION
MISSISSIPPI RIVER
FLOOD CONTROL
MISSISSIPPI RIVER AND TRIBUTARIES
CONTRACT: W912EE-17-C-xxxx
SOLICITATION: W912EE-17-B-xxxx
TOGO ISLAND, LA, RM 416.0-L, AHP
APRIL 2017
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W912EQ-17-R-0014
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Pine Bluff
Malvern
Hot Springs
Fordyce
Murfreesboro
Arkadelphia
Prescott
Hope
Camden
Hampton
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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
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J A C K S O N
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M a c o n
Ten sas
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B o e u f
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C o r n e y
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Bayou
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Bayou
Middle
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Bayou
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D u g d e m o n a
River
Castor
C r e e k
Little
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B l a c k
R i v e r
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LAKE
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GREESON
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Catherine Lake
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R i v e r
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M I L L E R
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Magnolia
Texarkana
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N A T C H I T O C H E S
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G R A N T
R A P I D E S
A V O Y E L L E S
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SHREVEPORT
Minden
Arcadia
Mansfield
Coushatta
Natchitoches
ALEXANDRIA
Pineville
R e d
C h u t e
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B a y o u
S u l p h u r
R i v e r
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B a y o u
B o d c a u
B a y o u
D o r c h e a t
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Old River
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B a y o u
B a y o u
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C a n e
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City Bossier
Monroe West
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Lake Wallace
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Lake Catahoula
LAKE
ARKABUTLA
LAKE
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LAKE
ENID
LAKE
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R
Bluff Holly
Fork Rolling
Marks
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Ri ve r
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GREENVILLE
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Tunica
Grenada
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Cleveland
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Ascalmore
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Cr
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L
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R i v e r
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C o l d w a t e r River
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Indianola
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S H A R K E Y
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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
RI
VER
R i v e r
Springs
Holly
B i g
B l a c k
River
Big Bywy Ditch
Y o c k a n o o k a n y
Ri ve r
L o b u t c h a
Cre ek
Pe ar l
Rive r
Reservoir
Ross Barnett
Tuscolameta
Creek
P e a r l
R i v e r
B o g u e
C h i t t o
W e s t
H o b o l o c h i t t o
C r e e k
Bu ff al o
R i v e r
Ho mo ch it to
R i v e r
Coles
Cr ee k
Bayou
P i e r r e
Eupora
Winona
Durant Kosciusko
Carthage
Canton
Forest
JACKSON
Mendenhall
Springs
Crystal
Brookhaven
McComb
Tylertown
Bogalusa
Franklinton
Columbia
Picayune
Woodville
Fayette
Gibson
Port
Utica
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W I N S T O N
A T T A L A
N E S H O B A
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M A D I S O N
S C O T T
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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
B a y o u
M e t o
S a l t
L i t t l e
W a b b a s e k a
B a y o u
St ro ng
Ri ve r
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
C o n n e r l y
B a y o u
M a c o n
Lake
C a n a l
N o
Lake Calion
Li tt le
R
St John Lake
B a y o u
B i g
B a y o u
C a n e y
F l e s c h m a n s B
B M i l l
T e n s a s
B a y o u
R u s s
Ca na l
No
C a n a l
N o
N o
C a n a l
C a n a l
No.
B l a c k
P o n d Slough
B a y o u
M a c o n
B a y o u
M a c o n
D i v e r s n a n l
B o e u f
R v e r
C l a y
B
B
146.4
6.2
.2
8.0
7.1
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Br
Cocodrie Wild
Cow Bayou
B a y o u
Lake Cheniere
C r e e k
C h e n i e r e
Bawcomville
River Lake Black
Flood Wall
Columbia
Fulton
F i e l d
B
M a n i e c e
B
Lewisville
L o g g y
F l a t e
R i v e r u r b e a u xB
Boyce
Colfax
Marksville
Moncla
Colli nsCr
Satartia
Wol f
L a k e
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L a k e
G e o r g e
Pant her
Creek
A U
X I L I
A R
Y
C H
A N
N E L
L O
W E
R
Snak e
Cr
Marksville
Lake Bee
Lake Horseshoe
T i p p o
B P a t t e r s o n
C r
M a r s h B
T u r k e y
B
B
G i n
0+00 Miss River Levees
4519+76 Ark River Levees
J o n e s
Bay ou
M o u n d
B
Blac k
Bayou
Pa rk s
B
B o g u e
H a s t y
S n a k e
C r
C l e a r
C r
Ditchlow
B
B a y o u
T w i n
L a k e
Bogue Phalia
Cutoff
Bolivar Lake
Lake Swan
Washington Lake
B a y o u
Do wl in g
Ri ve r
H u s h p u c k e n a
Lake Whiting
M i l l
Hul l
C r
Br
Lake Moon
Pass Yazoo
7.8
.0
7.
69.7
9.
BF
g h t i n g
6.5
.0
Lake Wasp
Lock & Dam
Abandoned
22.2
.4
Dawson
17.5
LOUISIANA
ARKANSAS
TENNESSEE
MISSISSIPPI
T E
X A S
M c
K i n n e y
B
La fo ur ch e
G a r l a n d
C i t y
Brake
Mathews
Alligator-Catfish
Bayous
B a y o u
Big
Cho cta w
B a y o u
B o e u f
L
Creek
Staulkinghead
L i t t l e
River
P e a r l
W e s t
R i v e r
P e a r l
R i v e r
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
B a y o u
S a r a
T h o m p s o n
Cr
R i v e r
A m i t e
W a l l a c e
B a y o u
Bayou
Rigolette
0.0 210.5
Canal No.
Ext.
C a n a l
N o
Ext.
11.
0.0
Bayou
Rapides
35.0 h i t e
R i v e r
D a v i d
B u r r e l l
B a y o u
B a y o u
23.2
Old
B a y o u
B o b o a l l a h a t c h i e
L i t t l e
DeepB
Tuc ker
B
32.50
B a y o u y o u
B a y o u
M e t o
B i g
Meto
Bayou
20 10
SCALE IN MILES
0 20
Tallulah
M A D I S O N
R i v e r
VICKSBURG
I S S A Q U E N A
Lake Eagle
C A R R O L L
E A S T
W.E. - WATER'S EDGE
US - UPSTREAM
TRANS - TRANSITION
S.P. - STATE PLANE
S.A.L. - STRUCTURE AZIMUTH LINE
ROW - RIGHTS OF WAY
NO. - NUMBER
N.A.V.D. - NORTH AMERICAN VERTICAL DATUM
NAD - NORTH AMERICAN DATUM
L.W.R.P. - LOW WATER REFERENCE PLANE
LPSTD - LONGITUDINAL PEAKED STONE TOE DIKE
LAND - LANDWARD
ISL - ISLAND
IR - IRON ROD
IP - IRON PIPE
F.B. - FIELD BOOK
EXG. - EXISTING
EL. - ELEVATION
DIST. - DISTANCE
DWG. - DRAWING
CP - CONTROL POINT
COR - CONTRACTING OFFICER REPRESENTATIVE
C/L - CENTERLINE
BL - BASE LINE
AZ. - AZIMUTH
APPROX. - APPROXIMATELY
AHP - ABOVE HEAD OF PASSES
PROJECT LOCATION MAP
ABBREVIATIONS
LOCATION
PROJECT
INDEX TO DRAWINGS
SUBTITLEDWG. NO.
G-002
C-102
G-001
G-003
C-101
C-103
C-501
X-202
C-301 -- C-308
C-309 -- C-313
X-201
C-201
C-202
COVER SHEET
TOGO ISLAND DIKE NO. 1 - L -- CROSS SECTIONS
STAGE HYDROGRAPH - VICKSBURG GAGE
TOGO ISLAND -- PLAN MAP
TOGO ISLAND -- GENERAL PLAN MAP
TOGO ISLAND DIKES -- TYPICAL SECTIONS
TOGO ISLAND DIKE NO. 1-L -- PLAN-- RM 416.1-L, AHP
TOGO ISLAND DIKE NO. 2-L -- PLAN-- RM 415.5-L, AHP
TOGO ISLAND DIKE NO. 1-L -- PROFILE -- RM 416.1-L, AHP
TOGO ISLAND DIKE NO. 2 - L -- CROSS SECTIONS
STAGE HYDROGRAPH - NATCHEZ GAGE
TOGO ISLAND DIKE NO. 2-L -- PROFILE -- 415.5-L, AHP
PROJECT LOCATION MAP, ABBREVIATIONS, AND INDEX TO DRAWINGS
ATTACHMENT 1 - PLANS
LAKE KARNAC REVETMENT
TOGO ISLAND DIKE 2, 415.5-L, AHP
TOGO ISLAND DIKE 1, 416.1-L, AHP
EXISTING TOGO ISLAND DIKES TO BE SURVEYED
TOGO ISLAND DIKE 2, 415.5-L, AHP
TOGO ISLAND DIKE 1, 416.1-L, AHP
EXISTING TOGO ISLAND DIKES TO BE SURVEYED
WARREN COUNTY
M I S S I S S I P P I
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W
F L O
W
MISSISSIPPI RIVER
YUCATAN DIKES
A N
S
ID
G -0 v ic .d g n
:2
LEGEND
STONE DIKES TO BE CONSTRUCTED.
MILES ABOVE HEAD OF PASSES.
CONTROL POINT
SCALE IN FEET
3000 4000 FEET200010001000 500 0
AHP
3. LWRP IS 41 FEET N.A.V.D. 88 AT SITE OF WORK.
2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.
1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.
NOTES:
ROW
ROW
DIKE
TOGO ISLAND
D
IK
E
E C D
IV
IS
IO
N
R
IV
E R S
T A
B
IL
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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
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
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B U
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M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
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W E
E -1
-B -x x x x
W E
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-C -x x x x
M
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ATTACHMENT 1 - PLANS
LAKE KARNAC REVETMENT
TOGO ISLAND DIKE 2, 415.5-L, AHP
TOGO ISLAND DIKE 1, 416.1-L, AHP
EXISTING TOGO ISLAND DIKES TO BE SURVEYED
TOGO ISLAND DIKE 2, 415.5-L, AHP
TOGO ISLAND DIKE 1, 416.1-L, AHP
EXISTING TOGO ISLAND DIKES TO BE SURVEYED
WARREN COUNTY
M I S S I S S I P P I
TENSAS PARISH
L O U I S I A N A
E=2063597.147
N=954867.085
E=2063196.624
N=954661.948
E=2066106.415
N=954980.793
E=2066684.948
N=955277.102
DIKE
TOGO ISLAND
P O
IN
T P
L E
A S
A N
T R
E V
E T
M E
N T
TO
G
O
IS
LAN
D R
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MRCR-59
ROW
ROW
D
IK
E
D
IK
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IKE 3
FLOW
A N
S
ID
C -2 p ln .d g n
P L
A N M
A P
C-101
A N
S
ID
C -2 p ln .d g n
P L
A N M
A P
C-101
T O
G O I S
L A
N D
MISSI
SSIPP
I RIVER
:1
LEGEND
1000 500 0 1000
SCALE IN FEET
2000 3000 4000 FEET
STONE DIKES TO BE CONSTRUCTED.
MILES ABOVE HEAD OF PASSES.
3. LWRP IS 41 FEET N.A.V.D. 88 AT SITE OF WORK.
2. AERIAL PHOTOGRAPHY REFLECTS RIVER CONDITIONS OF JULY 2012.
1. DIKE FEATURES EXAGGERATED AND NOT TO SCALE.
NOTES:
1000 500 0 1000 2000 3000 4000 FEET
AHP
CONTROL POINT
E C D
IV
IS
IO
N
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
S O
L
IC
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IO
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
S
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D B
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D E
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2 3
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4 5
A
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
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V
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B U
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M
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S
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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
N C
H
W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
IS
S
IS
S
IP
P I
R
IV
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S T
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E D
IK
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S T
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C T
IO
N
T O
G O I S
L A
N D L
A
R M
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A H
P
F L
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IS
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L
W A
L L
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J O
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U A S .B
R O
W N
J S
B S
H C
/0
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A P
R
IL
ATTACHMENT 1 - PLANS
-100
-90
-8 0 -70
-70
-6
-60
-60
-50
-40
-40
-30
-30
-30
-2
-20
-20
-20
-20
-20
-10
-10
-10
-10
SCALE 1" =100'
DIKE NO. 1
PLAN
100' 0 100'
WOODS
WOODS
WOODS
T o p
B a n k
T o p
B a n k
W E
W E
NN
F L
O W
-10
NN
-1
-2
-3
PAVING
STONE
TOGO ISLAND, LA.
VV
VV
VV
CC
C
VV
CC
C
VV VV
VV
VV
VVVV
VV
VV
VVVV
VVVV VV VV VVVVVV
VV
VVVV VV
VV
VV
VV
VV
C
CC
VV
C
VV VV
VVVV VV
VV
CC
AA
AA
AA
CCCC CCCC
LIMITS OF STONE DIKE CONSTRUCTION
STRUCTURE AZIMUTH LINE 332° 47' 16"
CP-1
25' US OF ORIGINAL S.A.L.
CONSTRUCT 10' CROWN WIDTH 5
C/L OF TOGO ISLAND DIKE NO.1
-1
LEGENDLEGEND
TOGO ISLAND DIKE NO. 1-L
GRADED STONE "A" TO BE PLACED
SCALE: 1" = 100'
200'0 100'
RM 416.1-L, AHP
TOGO ISLAND DIKE NO. 1 - L
PLAN
955420.357 2066471.145 87.624 IR DIKE 1 -2+00
955767.302 2066274.112 81.880 NAIL FLY PT 501
955911.488 2066212.472 76.571 NAIL FLY PT 502
955734.200 2066245.532 77.149 NAIL FLY PT 507
955331.278 2066516.719 87.242 IR DIKE 1 -3+00
955701.163 2066361.658 81.769 NAIL FLY PT 667
955333.427 2066359.372 86.391 NAIL FLY PT 734
955374.996 2066382.473 86.369 NAIL FLY PT 810
955209.331 2066278.613 87.051 NAIL FLY PT 883
F.B.42048
15' US OF ORIGINAL S.A.L.
CONSTRUCT 10' CROWN WIDTH
C-501
J
TRANSTRANS
MISSISSIPPI RIVER
LPSTD TO BE CONSTRUCTED
POINT NORTH EAST ELEV. DESC.
G R
A D
E D
C S
T O
N E
S T
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C T
R U
A L
A Z
IM
U T
H L
IN
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E A
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L
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J
E L .8
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IR
D
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E
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IR
D
IK
E
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IR
D
IK
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IR
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IK
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.5
IR
D
IK
E
E L .8
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IR
D
IK
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.2
IP
E L .8
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IR
D
IK
E
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N A
IL
F
L Y P
T
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N A
IL
F
L Y P
T
E L .7
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N A
IL
F
L Y P
T
E L .7
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N A
IL
F
L Y P
T
E L .8
.8
N A
IL
F
L Y P
T
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N A
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F
L Y P
T
E L .8
.7
N A
IL
F
L Y P
T
MRCR 59 (MRL SURVEY 2013) 958152.086 2057495.208 73.014 (NAD83(2011)MS.W.-NAVD88)Recovered Brass COE Cap inside casing(No cap) Brass Cap stamped "MRCR 59 2003"
2" IP set above ground in woods w/Brass Cap stamped "Dike 1 -4+00 2015"IP DIKE 1 -4+00 955242.614 2066562.835 88.221
2" IP set .04" above ground in woods w/Brass Cap stamped "Dike 1 -3+00 2015"IR DIKE 1 -3+00 955331.278 2066516.719 87.242
2" IP set .03" above ground in woods w/Brass Cap stamped "Dike 1 -2+00 2015"
955509.280 2066425.706 88.409 2" IP set in woods +-20' E DS of LTB w/Brass Cap stamped "Dike 1 -1+00 2015"IR DIKE 1-1+00 (2015)
3/4" IR set w/Tag stamped "Dike 1 3+00"955865.386 2066243.340 75.911 IR DIKE 1 3+00 (2015)
No Description Available955776.335 2066288.981 76.997 IR DIKE 1 2+00 (2015)
3/4" IR set .01" above ground w/Tag stamped "Dike 1 1+20"955705.100 2066325.353 81.774 IR DIKE 1-1+20 (2015)
2" IP set .05" above ground on DS slope LTB w/Brass Cap stamped "Dike 1 0+00"IR DIKE 1 0+00 (2015) 955598.366 2066379.907 85.599
11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT PHYSICALLY LOCATED IN THE FIELD.
10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.
SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATES
9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES AND ELEVATIONS SHOWN
8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS). NORTH IS 0° AZIMUTH.
7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.
6. HORIZONTAL DATUM USED FOR SURVEY DATA IS NAD 83 (2011) MS WEST.
5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND BELOW LWRP.
4. SEE SHEET C-501 FOR TYPICAL SECTION I.
3. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 1-L.
2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H TO 1V ON 1.5H.
1. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015.
NOTES:
C-102
R M
.1 -L
A H
P
P L
A N
T O
G O I S
L A
E N
O L
A N
S
ID
C -1 p ln .d g n
E C D
IV
IS
IO
N
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
S O
L
IC
IT
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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
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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
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A P
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D A
T E
F
IL
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U M
B E
R
S
IZ
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
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
IS
S
IS
S
IP
P I
R
IV
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S T
O N
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IK
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O N
S T
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C T
IO
N
T O
G O I S
L A
N D L
A
R M
.0 -L
A H
P
F L
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D C
O N
T R
O L
M
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S
IS
S
IP
P I
R
IV
E R A
N D T
R
IB
U T
A R
IE
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M -1
-1
D A
V
ID
L
W A
L L
A C
E P .E
J O
S H
U A S .B
R O
W N
J S
B S
H C
/0
/2
A P
R
IL
ATTACHMENT 1 - PLANS
C D
IV
IS
IO
N
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
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L
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IO
N N
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F
IL
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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
S
IG
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D B
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D E
S C
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IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
F
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S
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E
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B M
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D B
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P L
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C A
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
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M
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S
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S
IP
P I
A N
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D of Engineers
US Army Corps a u t o t i m e
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
IS
S
IS
S
IP
P I
R
IV
E R
S T
O N
E D
IK
E C
O N
S T
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N
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G O I S
L A
N D L
A
R M
.0 -L
A H
P
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M
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S
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IP
P I
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M -1
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D A
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W A
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U A S .B
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A P
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VV
-2
-20
VV
VV
-10
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VV
VV
-2
-3
NN
NN
VVVV
VVVV
VVVV
VV
VVVV
VVVV
VVVV
VV VVVV
VVVV
VV
VV
VV
VV
VV
VV
VV
CC
CC
-1
CC
CC
CC
CCCC
CC
F L
O W
D I
R K
E R
LIMITS OF STONE DIKE CONSTRUCTION
ORIGINAL S.A.L.
WIDTH 30' US OF
CONSTRUCT 5' CROWN
R M
F.B.42048
NN
C-501
J
SCALE: 1" = 100'
200'0 100'
POINT NORTH EAST ELEV. DESC.
MISSISSIPPI RIVER
F O
O T A
L O
N G
"0
C
O N
T O
U R
T
O N
S P
E R L
IN
E
A K
E D S
T O
N E T
O E D
A C
E L
O N
G
IT
U D
IN
A L
-1
-2
-3
-2
RM 415.5-L, AHP
TOGO ISLAND DIKE NO. 2-L
PLAN
E L .8
.9
N A
IL
F
L Y P
T
E L .8
.7
N A
IL
F
L Y P
T
E L .8
.3
IP
D
IK
E
E L .8
.6
IP
D
IK
E
S T
A -2
E L .8
.7
IP
D
IK
E .5
E L .8
.5
N A
IL
F
L Y P
T
E L .0
IR
B
A S E
E L .7
.6
N A
IL
F
L Y P
T
MRCR 59 (MRL SURVEY 2013) 958152.086 2057495.208 73.014 (NAD83(2011) MS.W.-NAVD88)Recovered Brass COE Cap inside casing(no cap) w/Brass Cap stamped "MRCR 59 2003"
2" IP set above ground w/Brass Cap stamped "Dike 2 -33+23.5" 954720.978 2063517.787 86.793 IP DIKE 2 -3+23.5
1/2" IR rebar set on slope of sand bar 954982.997 2062841.370 73.049IR BASE 1 (2015)
Recovered 2" IP set 1" above ground w/steel screw on cap stamped "Dike 2 0+00" 955008.779 2063369.992 87.346 IP DIKE 2 (0+00)
2" IP set .05" above ground in woods w/Brass Cap stamped "Dike 2 -1+00 2015" 954919.798 2063415.561 85.626 IP DIKE 2 -1+00
LEGENDLEGEND
TOGO ISLAND DIKE NO. 2-L
GRADED STONE "A" TO BE PLACED
LPSTD TO BE CONSTRUCTED
11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT PHYSICALLY LOCATED IN THE FIELD.
10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.
SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATES
9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES AND ELEVATIONS SHOWN
8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS). NORTH IS 0° AZIMUTH.
7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.
6. HORIZONTAL DATUM USED FOR SURVEY DATA IS NAD 83 (2011) MS WEST.
5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND BELOW LWRP.
4. SEE SHEET C-501 FOR TYPICAL SECTION I.
3. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 2-L.
2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H TO 1V ON 1.5H.
1. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015.
NOTES:
TOGO ISLAND DIKE NO. 2-L
GRADED STONE "C" TO BE PLACED
CP-1
WIDTH ON ORIGINAL S.A.L.
CONSTRUCT 5' CROWN
CROWN WIDTH
CONSTRUCT 48'
TRANS
TRANS
ORIGINAL S.A.L.
TRANSITION TO
A N
S
ID
C -2 p ln .d g n
C-103
R M
.5 -L
A H
P
P L
A N
T O
G O I S
L A
N D D
IK
E -L
ATTACHMENT 1 - PLANS
HORIZONTAL SCALE: 1" =100'
VERTICAL SCALE: 1" = 20'
L.W.R.P.
BACKFILL
20 AUG - 3 OCT 74
5' CROWN WIDTH AUG - OCT 74
TRANSITION TO 5' CROWN WIDTH
PEAK CROWN NOV 75
TRANS
27' CROWN WIDTH
AUG - OCT 74
TRANS
36' CROWN WIDTH
TRANS
7 - 20 JUL 94
5' CROWN WIDTH JUL 94
+1 LWRP
+15 LWRP
7-22 NOV 75
C-501
B
C-501
A
C-501
C
C-501
F
BOTTOM WIDTH
CONSTRUCT 12'
-3+00-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+00
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
BACKFILL
LEGENDLEGEND
NOTES:
1. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015.
2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H TO 1V ON 1.5H.
3. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 1-L.
4. SEE SHEET C-501 FOR TYPICAL SECTIONS.
5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND BELOW LWRP.
6. HORIZONTAL DATUM USED FOR SURVEYDATA IS NAD 83 (2011) MS WEST.
7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.
8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS). NORTH IS 0° AZIMUTH.
9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES AND ELEVATIONS SHOWN
IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATES
SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.
11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT PHYSICALLY LOCATED IN THE FIELD.
C-501
D
EXISTING STONE
DISTANCE IN FEET FROM STATION -1+74 ALONG NEW STRUCTURE AZIMUTH LINE OF DIKE
PROFILE
TOGO ISLAND DIKE NO. 1-L
RM 416.1 - L, AHP
L.W.R.P.
-0
-1
GRADED STONE "A" TO BE PLACED
TOGO ISLAND DIKE NO. 1-L
ORIGINAL S.A.L.
15' U.S. OF
TRANSITION
10' CROWN,
CONSTRUCT
C-501
E
SLOPE
1V ON 1.5H
SLOPE
1V ON 1.5H
EXISTING STONE
+ 40 LWRP (2007)
1V ON 5H SLOPE
+8 LWRP (2007)
-1 LWRP (2007)
7-9,14 DEC 2015 SURVEY
SLOPE
1V ON 10H
-10 LWRP (2007)
10' CROWN WIDTH
TRANSITION TO
35' CW
CONST.
48' CW
CONST.
CONSTRUCT 10' CROWN WIDTH
FROM 15' TO 25' OF ORIGINAL S.A.L.
CONSTRUCT 10' CROWN, TRANSITION
15' U.S. OF ORIGINAL S.A.L.
CONSTRUCT 10' CROWN
25' U.S. OF ORIGINAL S.A.L.
CONSTRUCT 10' CROWN,
A N
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C-201
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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ATTACHMENT 1 - PLANS
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D A
T E
M A
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D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
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B U
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IS
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K S
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IS
S
IS
S
IP
P I
A N
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US Army Corps
D E
S
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N B
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W E
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W E
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M
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A P
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IL
-3+00-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00
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
20 AUG - 25 SEP 74
5' CROWN WIDTH 14' CROWN WIDTH 27' CROWNTRANS TRANS
20 AUG - 25 SEP 74
5' CROWN WIDTH 14' CROWN WIDTH 27' CROWNTRANS TRANS
+42 LWRP (2007)
BOTTOM WIDTH
CONSTRUCT 12'
+ 37 LWRP (2007)
L.W.R.P.
L.W.R.P.
EXISTING CONSTRUCTION
C-501
G C-501
B
HORIZONTAL SCALE: 1" =100'
VERTICAL SCALE: 1" = 20'
LEGENDLEGEND
C-501
K
SLOPE
1V ON 1.5
-2 .8
C-501
H
PROFILE
TOGO ISLAND DIKE NO. 2-L
RM 415.5 - L, AHP
DISTANCE IN FEET FROM STATION -2+81 ALONG NEW STRUCTURE AZIMUTH LINE OF DIKE
+ 37 LWRP (2007)
.TRANS
GRADED STONE "A" TO BE PLACED
TOGO ISLAND DIKE NO. 2-L
GRADED STONE "C" TO BE PLACED
TOGO ISLAND DIKE NO. 2-L
NOTES:
1. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015.
2. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.1V ON 1.25H TO 1V ON 1.5H.
3. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 2-L.
4. SEE SHEET C-501 FOR TYPICAL SECTIONS.
5. CONTOURS SHOWN REFER TO DIST. IN FEET ABOVE AND BELOW LWRP.
6. HORIZONTAL DATUM USED FOR SURVEYDATA IS NAD 83 (2011) MS WEST.
7. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D. 88.
8. ALL AZIMUTHS SHOWN ARE STATE PLANE (GRID AZIMUTHS). NORTH IS 0° AZIMUTH.
9. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDINATES AND ELEVATIONS SHOWN
IN SURVEY TABLES IN THE PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATES
SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
10. SEE SPECS. FOR CONSTRUCTION ORDER OF WORK.
11. CONTROL POINTS IDENTIFIED AS (CP-XX) ARE NOT PHYSICALLY LOCATED IN THE FIELD.
5' CROWN
CONSTRUCT
BACKFILL
"C" STONE
GRADED
7-9,14 DEC 2015 SURVEY
30' U.S. OF ORIGINAL S.A.L
CONSTRUCT 5' CROWN
CONSTRUCT 5' CROWN WIDTH
TRANSITION TO 5' CROWN WIDTH
+19 LWRP (2007)
CROWN WIDTH
CONSTRUCT 48'
EXISTING S.A.L.
TRANSITION TO
A N
S
ID
C -2 p ln .d g n
C-202
R M
.5 -L
A H
P
P R
O F
IL
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T O
G O I S
L A
N D D
-L
ATTACHMENT 1 - PLANS
C-301
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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
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US Army Corps
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W E
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M
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U A S .B
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W N
J S
B S
H C
/0
/2
A P
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IL
NO WORK
HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
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T
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N I
N F
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N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. -2+00
-20
E L E
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N I
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. -1+74
-20
E L E
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T
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N I
N F
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N .A .V .D
-20
E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. -1+00
-20
E L E
V A
T
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N I
N F
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N .A .V .D
-20
E L E
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 0+00
-20
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L.W.R.P. L.W.R.P.
L.W.R.P.L.W.R.P. L.W.R.P.L.W.R.P.
L.W.R.P. L.W.R.P.
CONSTRUCT 48' CROWN WIDTH
SLOPE OF NATURAL REPOSE
12' BOTTOM WIDTH
12' BOTTOM WIDTH
12' BOTTOM WIDTH
1V ON 1.5 H SLOPE1V ON 1.5 H SLOPE
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
STRUCTURE AZIMUTH LINE 332° 47' 16"
BACKFILL
BACKFILL
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
CONSTRUCT 35' CROWN WIDTH
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
ATTACHMENT 1 - PLANS
C-302
A N
S
ID
C -3 s e c .d g n
C R
O S
S S
E C
T
IO
N S
T O
G O I S
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D B
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S C
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4 5
A
B
M A
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A P
P R
D A
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F
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S
IZ
E
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D B
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P L
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C A
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A T
E
D A
T E
M A
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D E
S C
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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
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A N
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US Army Corps
D E
S
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N B
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W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
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S
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S
IP
P I
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R M
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A H
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W A
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U A S .B
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W N
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B S
H C
/0
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 0+60
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 1+00
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 1+30
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 2+00
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
L.W.R.P.
L.W.R.P.
L.W.R.P.
L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
SLOPE OF NATURAL REPOSE
L.W.R.P.L.W.R.P.
L.W.R.P. L.W.R.P.
SLOPE OF NATURAL REPOSE
CONSTRUCT 48' CROWN WIDTH
SLOPE OF NATURAL REPOSE
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
1V ON 1.5 H SLOPE
1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
12' BOTTOM WIDTH
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16" STRUCTURE AZIMUTH LINE 332° 47' 16"
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
BACKFILL
SLOPE OF NATURAL REPOSE
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
CONSTRUCT 48' CROWN WIDTH
ATTACHMENT 1 - PLANS
C-303
A N
S
ID
C -3 s e c .d g n
C R
O S
S S
E C
T
IO
N S
T O
G O I S
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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
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IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
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B U
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T R
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M
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P I
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D of Engineers
US Army Corps
D E
S
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N B
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W E
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W E
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-C -x x x x
M
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
V A
T
IO
N I
N F
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N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 3+00
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N .A .V .D
-20
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0 20 40 60 80 100-20-40-60-80-100
STA. 3+50
-20
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N I
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-20
E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 4+00
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N I
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-20
E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 5+00
-20
E L E
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N I
N F
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T
N .A .V .D
L.W.R.P.L.W.R.P.
L.W.R.P. L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
7-9,14 DEC 2015 SURVEY7-9,14 DEC 2015 SURVEY
L.W.R.P.
L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
(TRANS.)
(TRANS.)
CENTER LINE OF DIKE
CENTER LINE OF DIKE
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
ATTACHMENT 1 - PLANS
C-304
A N
S
ID
C -3 s e c .d g n
C R
O S
S S
E C
T
IO
N S
T O
G O I S
L A
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2 3
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P L
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D A
T E
M A
R K
D E
S C
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IP
T
IO
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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IS
T R
IC
T
V
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K S
B U
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M
IS
S
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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
N C
H
W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
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S
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S
IP
P I
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B S
H C
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
V A
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IO
N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 5+50
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N I
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N .A .V .D
-20
E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 6+00
-20
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-20
E L E
V A
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0 20 40 60 80 100-20-40-60-80-100
STA. 7+00
-20
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N I
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-20
E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 8+00
-20
E L E
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N I
N F
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N .A .V .D
L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P. L.W.R.P.
L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
15'
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
STRUCTURE AZIMUTH LINE 332° 47' 16"
15'
STRUCTURE AZIMUTH LINE 332° 47' 16"
15'
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
15'
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
L.W.R.P.
CENTER LINE OF DIKE CENTER LINE OF DIKE
CENTER LINE OF DIKE
CENTER LINE OF DIKE
L.W.R.P.
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
7-9,14 DEC 2015 SURVEY
ATTACHMENT 1 - PLANS
C-305
A N
S
ID
C -3 s e c .d g n
C R
O S
S S
E C
T
IO
N S
T O
G O I S
L A
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D A
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M A
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D E
S C
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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
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 of Engineers
US Army Corps
D E
S
IG
N B
R A
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W E
E -1
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W E
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-C -x x x x
M
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P I
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S H
U A S .B
R O
W N
J S
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
V A
T
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N I
N F
E E
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N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 9+00
-20
E L E
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N I
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E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 9+50
-20
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N .A .V .D
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E L E
V A
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 10+00
-20
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N I
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E E
T
N .A .V .D
-20
E L E
V A
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N I
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N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 10+50
-20
E L E
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N I
N F
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T
N .A .V .D
L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTHCONSTRUCT 10' CROWN WIDTH
25'
15'
STRUCTURE AZIMUTH LINE 332° 47' 16" STRUCTURE AZIMUTH LINE 332° 47' 16"
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
STRUCTURE AZIMUTH LINE 332° 47' 16"
15'
STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
(TRANS.)
CENTER LINE OF DIKE CENTER LINE OF DIKE
CENTER LINE OF DIKE
CENTER LINE OF DIKE
L.W.R.P.
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
ATTACHMENT 1 - PLANS
C-306
A N
S
ID
C -3 s e c .d g n
C R
O S
S S
E C
T
IO
N S
T O
G O I S
L A
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N N
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D A
T E
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
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
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V
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K S
B U
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M
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S
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P I
A N
S I
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US Army Corps
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -x x x x
W E
E -1
-C -x x x x
M
IS
S
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S
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P I
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M -1
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L
W A
L L
A C
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J O
S H
U A S .B
R O
W N
J S
B S
H C
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A P
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
V A
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N I
N F
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N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
STA. 11+00
-20
E L E
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N .A .V .D
-20
E L E
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 12+00
-20
E L E
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N I
N F
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N .A .V .D
-20
E L E
V A
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 13+00
-20
E L E
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N I
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-20
E L E
V A
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 14+00
-20
E L E
V A
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N I
N F
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N .A .V .D
L.W.R.P. L.W.R.P. L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
25'25'
25' 25'
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
STRUCTURE AZIMUTH LINE 332° 47' 16" STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16" STRUCTURE AZIMUTH LINE 332° 47' 16"
L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
25'
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
ORIGINAL STRUCTURE AZIMUTH LINE 332° 47' 16"
CENTER LINE OF DIKE CENTER LINE OF DIKE
CENTER LINE OF DIKECENTER LINE OF DIKE
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY 7-9,14 DEC 2015 SURVEY
ATTACHMENT 1 - PLANS
C-307
A N
S
ID
C -3 s e c .d g n
T O
G O I S
L A
N D D
IK
E N
O L
C R
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S S
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M A
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D E
S C
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IDENTIFICATION
SHEET
D A
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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
F E
N G
IN
E E
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US Army Corps
D E
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HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
E L E
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N I
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0 20 40 60 80 100-20-40-60-80-100
STA. 15+00
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N I
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N .A .V .D
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E L E
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0 20 40 60 80 100-20-40-60-80-100
STA. 16+00
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L.W.R.P. L.W.R.P. L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P.L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
CONSTRUCT 10' CROWN WIDTH
25'
25'
25' 25'
STRUCTURE AZIMUTH LINE 332° 47' 16"
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
STRUCTURE AZIMUTH LINE 332° 47' 16" STRUCTURE AZIMUTH LINE 332° 47' 16"
STRUCTURE AZIMUTH LINE 332° 47' 16"
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
CENTER LINE OF DIKECENTER LINE OF DIKE
CENTER LINE OF DIKE
CENTER LINE OF DIKE
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
7-9,14 DEC 2015 SURVEY
ATTACHMENT 1 - PLANS
C-308
A N
S
ID
C -3 s e c .d g n
T O
G O I S
L A
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IDENTIFICATION
SHEET
D A
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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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US Army Corps
D E
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NO WORK
HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
-20
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L.W.R.P. L.W.R.P.
L.W.R.P. L.W.R.P.
CONSTRUCT 10' CROWN WIDTH
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
STRUCTURE AZIMUTH LINE 332° 47' 16"
25'
TOGO ISLAND DIKE NO. 1 - L
GRADED STONE "A" TO BE PLACED
RM 416.1 - L, AHP
TOGO ISLAND DIKE NO. 1-L
CROSS SECTIONS
CENTER LINE OF DIKE
ISLAND DIKE NO. 1 - L
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO
FROM APPROX. 1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES
DATED 7-9,14 DEC 2015
3. HYDROGRAPHIC SURVEY CONDITIONS
FROM S.A.L. IS DOWNSTREAM.
UPSTREAM; NEGATIVE DISTANCE
2. POSITIVE DISTANCE FROM S.A.L. IS
LINE OF DIKE (SEE SHEET C-102).
1. STATIONS ALONG STRUCTURE AZIMUTH
NOTES:
7-9,14 DEC 2015 SURVEY
STONE AREA:0.0SQ.FT.
ATTACHMENT 1 - PLANS
C-309
A N
S
ID
C -3 s e c .d g n
T O
G O I S
L A
N D D
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IDENTIFICATION
SHEET
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A R
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D E
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A P
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TOGO ISLAND DIKE NO. 2 - L
GRADED STONE "A" TO BE PLACED
RM 415.5 - L, AHP
TOGO ISLAND DIKE NO. 2-L
CROSS SECTIONS
TOGO ISLAND DIKE NO. 2 - L
GRADED STONE "C" TO BE PLACED
-20
E L E
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0 20 40 60 80 100 120-20-40-60-80-100-120
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E L E
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0 20 40 60 80 100 120-20-40-60-80-100-120
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E L E
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E L E
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0 20 40 60 80 100 120-20-40-60-80-100-120
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L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
EXISTING GROUND
EXISTING GROUND
12' BOTTOM WIDTH
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
7-9,14 DEC 2015 SURVEY
HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 2 - L
1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015
FROM S.A.L. IS DOWNSTREAM.
2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE DISTANCE
SHEET C-103).
1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE (SEE
NOTES:
NO WORK
ATTACHMENT 1 - PLANS
C-310
A N
S
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C -3 s e c .d g n
T O
G O I S
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IDENTIFICATION
SHEET
D A
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A P
P R
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US Army Corps
U .S
A R
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CROSS SECTIONS
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0 20 40 60 80 100 120-20-40-60-80-100-120
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0 20 40 60 80 100 120-20-40-60-80-100-120
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-20
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0 20 40 60 80 100 120-20-40-60-80-100-120
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0 20 40 60 80 100 120-20-40-60-80-100-120
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TOGO ISLAND DIKE NO. 2 - L
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TOGO ISLAND DIKE NO. 2 - L
GRADED STONE "C" TO BE PLACED
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
48' CROWN WIDTH
48' CROWN WIDTH
48' CROWN WIDTH
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 2 - L
1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015
FROM S.A.L. IS DOWNSTREAM.
2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE DISTANCE
SHEET C-103).
1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE (SEE
NOTES:
1V ON 1.5 H SLOPE
48' CROWN WIDTH
ATTACHMENT 1 - PLANS
C-311
A N
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IDENTIFICATION
SHEET
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U .S
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T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100 120-20-40-60-80-100-120
STA. 1+00
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
E L E
V A
T
IO
N I
N F
E E
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N .A .V .D
0 20 40 60 80 100 120-20-40-60-80-100-120
STA. 2+00
-20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
E L E
V A
T
IO
N I
N F
E E
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N .A .V .D
0 20 40 60 80 100 120-20-40-60-80-100-120
STA. 3+00
-20
E L E
V A
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IO
N I
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E E
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N .A .V .D
TOGO ISLAND DIKE NO. 2 - L
GRADED STONE "A" TO BE PLACED
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
L.W.R.P. L.W.R.P.
CONSTRUCT 5' CROWN WIDTH
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
L.W.R.P. L.W.R.P.
1V ON 1.5 H SLOPE 1V ON 1.5 H SLOPE
12' BOTTOM WIDTH
BACK FILL
L.W.R.P. L.W.R.P.
SLOPE OF NATURAL REPOSESLOPE OF NATURAL REPOSE
CONSTRUCT 5' CROWN WIDTH
HORIZONTAL SCALE: 1" =20'
VERTICAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 20'
48' CROWN WIDTH
48' CROWN WIDTH
5. L.W.R.P. IS 41 FEET N.A.V.D. 88 AT TOGO ISLAND DIKE NO. 2 - L
1V ON 1.25H TO 1V ON 1.5H.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROX.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED 7-9,14 DEC 2015
FROM S.A.L. IS DOWNSTREAM.
2. POSITIVE DISTANCE FROM S.A.L. IS UPSTREAM; NEGATIVE DISTANCE
SHEET C-103).
1. STATIONS ALONG STRUCTURE AZIMUTH LINE OF DIKE (SEE
NOTES:
ATTACHMENT 1 - PLANS
C-312
A N
S
ID
C -3 s e c .d g n
T O
G O I S
L A
N D D
IK
E N
O L
C R
O S
S S
E C
T
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