A.03.Drawings_W912EE25BA006.pdf
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- Attached to
- Tensas Parish, LA, Point Pleasant-Yucatan, LA, Levee Enlargement and Berms, MRL Item 411-R, FC/MR&T, WBMRL
- Solicitation number
- W912EE25BA006
About this file
This file contains detailed engineering drawings and specifications for a levee enlargement and berms project in Tensas Parish, Louisiana. The project, designated as MRL Item 411-R, involves expanding and reinforcing the West Bank Mississippi River Levees between Point Pleasant and Yucatan, Louisiana. The comprehensive set of drawings includes detailed cross-sections, site plans, typical sections, right-of-way limits, borrow area excavation plans, and utility disposition details across 29 cross-section sheets.
Key technical elements include semicompacted levee embankment, uncompacted seepage and maintenance berms, ramps, culvert relocations, cattle guard installations, crushed stone surfacing, ditching, erosion control measures, and stormwater pollution prevention. The project encompasses approximately 5,029 linear feet of levee modification, with elevations ranging between 102-106 feet NAVD88 datum. Borrow areas for embankment materials are identified, with specific excavation and placement guidelines. The drawings are prepared by the U.S. Army Corps of Engineers Vicksburg District, with the solicitation number W912EE25BA006, indicating a total small business set-aside contract under NAICS code 237990.
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BORROW AREA 1
BORROW AREA 2
YUCATAN LAKE
TENSAS PARISH, LOUISIANA
LOWER END OF ITEM 411-R
STA. 5029+68
UPPER END OF ITEM 411-R
STA. 4890+00
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US Army Corps of Engineers
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-25-B-A006
W912EE-YY-X-XXXX
MMMM YYYY
TENSAS PARISH, LOUISIANA
POINT PLEASANT - YUCATAN, LA
LEVEE ENLARGEMENT AND BERMS, MRL ITEM 411-R
FC/MR&T, WEST BANK MISSISSIPPI RIVER LEVEES
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3RD BCOES REVIEW BACKCHECK
G-001
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Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
INDEX TO DRAWINGS
SHEET ID TITLE LINE 1 TITLE LINE 2 TITLE LINE 3
G-001 COVER SHEET
B-001 SOIL BORING LEGEND
B-101 BORING AND CONE PENETROMETER TEST LOCATIONS
B-201 BORROW BORING PROFILES
B-202 FOUNDATION AND TERTIARY BORING PROFILES
C-001 RIGHT OF WAY LIMITS
C-101 PLAN AND PROFILE STA. 4890+00 TO 4920+00 SHEET 1 OF 5
C-102 PLAN AND PROFILE STA. 4920+00 TO 4950+00 SHEET 2 OF 5
C-103 PLAN AND PROFILE STA. 4960+00 TO 4980+00 SHEET 3 OF 5
C-103 PLAN AND PROFILE STA. 4960+00 TO 5010+00 SHEET 4 OF 5
C-105 PLAN AND PROFILE STA. 5010+00 TO 5209+68 SHEET 5 OF 5
C-106 BORROW AREA EXCAVATION PLAN AND TYPICAL SECTION
C-302 TYIPCAL SECTIONS SHEET 1 OF 2
C-302 TYPICAL SECTIONS SHEET 2 OF 2
C-303 CROSS SECTIONS STA. 4890+00 TO 4894+00 SHEET 1 OF 29
C-304 CROSS SECTIONS STA. 4895+00 TO 4899+00 SHEET 2 OF 29
C-305 CROSS SECTIONS STA. 4900+00 TO 4904+00 SHEET 3 OF 29
C-306 CROSS SECTIONS STA. 4905+00 TO 4909+00 SHEET 4 OF 29
C-307 CROSS SECTIONS STA. 4910+00 TO 4914+00 SHEET 5 OF 29
C-308 CROSS SECTIONS STA. 4915+00 TO 4919+00 SHEET 6 OF 29
C-309 CROSS SECTIONS STA. 4920+00 TO 4924+00 SHEET 7 OF 29
C-310 CROSS SECTIONS STA. 4925+00 TO 4929+00 SHEET 8 OF 29
C-311 CROSS SECTIONS STA. 4930+00 TO 4934+00 SHEET 9 OF 29
C-312 CROSS SECTIONS STA. 4935+00 TO 4939+00 SHEET 10 OF 29
C-313 CROSS SECTIONS STA. 4940+00 TO 4944+00 SHEET 11 OF 29
C-314 CROSS SECTIONS STA. 4945+00 TO 4949+00 SHEET 12 OF 29
C-315 CROSS SECTIONS STA. 4950+00 TO 4954+00 SHEET 13 OF 29
C-316 CROSS SECTIONS STA. 4955+00 TO 4959+00 SHEET 14 OF 29
C-317 CROSS SECTIONS STA. 4960+00 TO 4964+00 SHEET 15 OF 29
C-318 CROSS SECTIONS STA. 4965+00 TO 4969+00 SHEET 16 OF 29
C-319 CROSS SECTIONS STA. 4970+00 TO 4974+00 SHEET 17 OF 29
C-320 CROSS SECTIONS STA. 4975+00 TO 4979+00 SHEET 18 OF 29
C-321 CROSS SECTIONS STA. 4980+00 TO 4984+00 SHEET 19 OF 29
C-322 CROSS SECTIONS STA. 4985+00 TO 4989+00 SHEET 20 OF 29
C-323 CROSS SECTIONS STA. 4990+00 TO 4994+00 SHEET 21 OF 29
C-324 CROSS SECTIONS STA. 4995+00 TO 4999+00 SHEET 22 OF 29
C-325 CROSS SECTIONS STA. 5000+00 TO 5004+00 SHEET 23 OF 29
C-326 CROSS SECTIONS STA. 5005+00 TO 5009+00 SHEET 24 OF 29
C-327 CROSS SECTIONS STA. 5010+00 TO 5014+00 SHEET 25 OF 29
C-328 CROSS SECTIONS STA. 5015+00 TO 5019+00 SHEET 26 OF 29
C-329 CROSS SECTIONS STA. 5020+00 TO 5024+00 SHEET 27OF 29
C-330 CROSS SECTIONS STA. 5025+00 TO 5029+00 SHEET 28 OF 29
C-30 CROSS SECTIONS STA. 5029+68 SHEET 29 OF 29
C-501 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
C-502 LEVEE TYPICAL DETAILS
C-503 RAMP TYPICAL DETAILS
C-505 CATTLE GUARD TYPICAL DETAILS
C-506 DITCH TYPICAL DETAILS
C-601 CIVIL TABULATIONS
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SHEET ID
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B-001
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NOTES:
Are natural water contents in percent dry weight
GRAVEL,Well Graded, gravel-sand mixtures, little or no fines
GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL,gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well-Graded, gravely sands
SAND, Poorly-Graded, gravely sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION
SYMBOLS TO LEFT OF BORING
Ground - water surface and date observed
VS
T
Q
R
S
C
FIGURES TO RIGHT OF BORING
Are values of cohesion in lbs./sq. ft from unconfined compression test
Denotes location of consolidation test **
Denotes location of consolidated - drained direct shear test **
Denotes location of consolidated - undrained triaxial compression test **
Denotes location of unconsolidated - undrained triaxial compression test **
Denotes location of vane shear test **
Denotes location of sample subjected to consolidation test and each of the above three types of shear test **
FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Denotes free waterFW
Are liquid limits and plastic limits, respectfully
Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample
Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
ORGANIC SILTS and organic silty clays of low plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, Inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
WOOD
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt Wd
DESCRIPTIVE SYMBOLS
SYM
BOL
LETTER
SYMBOL
CLEAN
GRAVEL
CLEAN
SAND
SANDS
WITH FINES
SILTS AND
CLAYS
SILTS AND
HIGHLY ORGANIC SOILS
WOOD
NO SAMPLE
FI
N
E
G R
A
IN
E D
S O
IL
S
C O
A R
S E
G
R A
IN
E
D S
O
IL
S
G R
A V
E
LS
S A
N D
S
MAJOR DIVISION TYPE
GRAVEL
WITH FINES
(Appreciable
(Appreciable Amount of
Fines)
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols
A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)
(Liquid Limit < 50)
(Liquid Limit > 50)
M or e th an h al f o f c oa rs e fra ct io n is la rg er th an
Amount of Fines)
(Little or No Fines)
(Little or No Fines)
CLAYS
M or e th an h al f o f m at er ia l i s la rg er th an N o.
s ie ve s iz e
When underlined denotes D size in mm *
M or e th an h al f o f c oa rs e
N o.
si ev e si ze fra ct io n is s m al le r t ha n N o.
s ie ve s iz e.
N o.
si ev e si ze M or e th an h al f o f t he m at er ia l i s sm al le r t ha n
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 38 " I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop
CONSISTENCY
FOR COHESIVE SOILS
COLOR MODIFICATIONS MODIFICATIONS
GENERAL NOTES
* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .10 10 ** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs on the drawings.
0 20 40 60 80
OH
MH
CH
"U " L
INE
"A" L
INE
CL
CL - ML OL
ML
L. L. - LIQUID LIMIT
PLASTICITY CHART
For classification of fine - grained soils
P . I
P
LA
ST
IC
IT
Y
IN
D
EX
CONSISTENCY
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
SYMBOLCOHESION IN LBS./SQ. FT. FROM
UNCONFINED COMPRESSION TEST
vSo
So
M
St vSt
H
2000 - 4000 1000 - 2000 500 - 1000 250 - 500
< 250
> 4000
SYMBOLCOLOR
T
Y
R
BK
GR
lGr dGr
Br lBr dBr br Gr gy Br gn Gr gy Gn
Gn
Bl Bl Gn
Wh rd
Mot
SSIS
SISS
w/
D vD
Tr-
F
M
C cc rt lg sh sds slf
O
CS
SIS
SS
S
G
B
SL
Wd
Ox
Cr
Lo
Veg
MODIFICATION SYMBOLMODIFICATION
Sandy Silt strata
Silty Sand strata
With
Dense
Very Dense
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravely
Boulders
Slickensides
Wood
Oxidized
Crumbly
Loose
Vegetation
REDDISH
MOTTLED
WHITE
BLUE - GREEN
BLUE
GREEN
GRAYISH - GREEN
GREENISH - GRAY
GRAYISH - BROWN
BROWNISH - GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
LIGHT GRAY
GRAY
BLACK
RED
YELLOW
TAN
COLOR
SYMBOL
1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.
3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression test are shown.
10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
4. The detailed explanation of the Unified Soil Classification System is presented in ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.
2. Ground water elevations shown on the boring logs represent ground water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground water data are available from the boring but does not necessarily mean that ground water will not be encountered at the locations or within the vertical reaches of such borings.
PI
: 4
2+
.8
B/
L
PI
: 4
8+
.1
B/
L
PI
: 4
2+
.6
B/
L
PI: 4997+79.85 B/L
PI
: 5
2+
.6
B/
L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
4985+00 B/L
4990+00 B/L
4995+00 B/L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
+0
B/ L
411-1.18B
411-10.18B
411-11.18B
411-12.18B
411-13.18B
411-14.18B
411-15.18B
411-16.18B
411-17.18B
411-18.18B
411-19.18B
411-2.18B
411-20.18B
411-21.18B
411-22.18B
411-23.18B
411-24.18B
411-25.18B
411-26.18B
411-27.18B
411-3.18B
411-4.18B
411-5.18B
411-6.18B
411-7.18B
411-8.18B
411-9.18B
411-1.18C
411-10.18C 411-11.18C 411-12.18C 411-13.18C
411-2.18C 411-3.18C
411-4.18C 411-5.18C
411-6.18C
411-7.18C
411-8.18C 411-9.18C
PPY-1.10C
PPY-10.10C
PPY-11.10C
PPY-12.10C
PPY-13.10C
PPY-14.10C
PPY-15.10C
PPY-16.10C
PPY-17.10C
PPY-18.10C
PPY-19.10C
PPY-2.10C
PPY-20.10C
PPY-21.10C
PPY-22.10C
PPY-23.10C
PPY-24.10C
PPY-25.10C
PPY-26.10C
PPY-27.10C
PPY-28.10C
PPY-29.10C
PPY-3.10C
PPY-30.10C
PPY-31.10C
PPY-32.10C
PPY-33.10C
PPY-34.10C
PPY-35.10C
PPY-36.10C
PPY-37.10C
PPY-38.10C
PPY-39.10C
PPY-4.10C
PPY-40.10C
PPY-41.10C
PPY-42.10C
PPY-43.10C
PPY-44.10C
PPY-45.10C
PPY-46.10C
PPY-47.10C
PPY-48.10C
PPY-49.10C
PPY-5.10C
PPY-50.10C
PPY-6.10C
PPY-7.10C
PPY-8.10C
PPY-9.10C
411-1.18U
411-2.18U
411-3.18U
411-4.18U
411-5.18U 411-6.18U
411-1.18T
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C1 BORING AND CONE PENETROMETER TEST LOCATIONS
SCALE: 1"=400'
N
800'0 400'
1. STATIONING SHOWN IS EXISTING BASELINE STATIONING.
2. CONE PENETROMETER TEST LOGS ARE AVAILABLE UPON REQUEST.
GENERAL SHEET NOTES
FOUNDATION BORING
LEGEND
BORROW BORING
TERTIARY BORING
CONE PENETROMETER TEST LOCATION
CH
CL-ML
ML
SW
USCS
PL
LL
W
CH
CH
CL-ML
CL-ML
SW
USCS
PL
LL
W
(%)CH
CH
CH
SP
SM
SM
SP
USCS
PL
LL
W
CH
CL-ML
CL-ML
ML
SM
ML
USCS
PL
LL
W
CL-ML
ML
SM
CL-ML
SW
SM
SW
USCS
PL
LL
W
CH
CH
SP
USCS
PL
LL
W
CH
ML
SM
SC
SW
USCS
PL
LL
W
411-10.18B Northing: 940344.295 Easting: 2036423.134Elevation: 65.0
411-07.18B Northing: 940937.737 Easting: 2036777.928Elevation: 66.0
411-04.18B Northing: 941257.193 Easting: 2037220.718Elevation: 68.0
411-08.18B Northing: 940990.438 Easting: 2037300.049Elevation: 65.0
411-06.18B Northing: 940885.306 Easting: 2036409.133Elevation: 66.0
411-12.18B Northing: 940359.581 Easting: 2037306.924Elevation: 65.0
411-05.18B Northing: 941151.054 Easting: 2036090.459Elevation: 65.0
35 35
CH
CL-ML
SC-SM
SW
SW
USCS
PL
LL
W
CH
ML
SC-SM
CL-ML
SW-SM
SW
USCS
PL
LL
W
CH
SM
SP-SC
SM
SW
SW
USCS
W
(%)CH
SW-SC
SM
SW
USCS
PL
LL
W
CH
CL-ML
ML
SP
SP
USCS
PL
LL
W
CH
SW-SM
SW-SC
SM
SC-SM
SP
SP
USCS
PL
LL
W
CL-ML
CL-ML
ML
SC
SW
USCS
PL
LL
W
CH
CH
ML
ML
ML
ML
SC
USCS
PL
LL
W
411-17.18B Northing: 939249.108 Easting: 2035783.178Elevation: 64.0
411-14.18B Northing: 939760.119 Easting: 2036270.953Elevation: 66.0
411-21.18B Northing: 938986.615 Easting: 2036141.359Elevation: 66.0
411-15-.18B Northing: 939788.201 Easting: 2036687.552Elevation: 69.0
411-19.18B Northing: 939300.931 Easting: 2036551.647Elevation: 69.0
411-18.18B Northing: 939427.554 Easting: 2036176.485Elevation: 66.0
411-20.18B Northing: 939004.496 Easting: 2035663.464Elevation: 63.0
411-22.18B Northing: 938887.766 Easting: 2036472.538Elevation: 70.0
EL
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US Army Corps of Engineers
U .S
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F
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AN
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N
D . W
AL
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C E
RT
FW ML
F
TR CL
F,FW ML
F,M,TR ML
F
GR TO BR
BR TO TN
LT BR TO DK BR
CL
SM
ML
SP
09-19-2018
1OD
LONG. -91.1754979
LAT. 32.0771889
LL W
FIELD BOOK NO.
411-23.18B
89G.S.E.PL
RT
FW ML,TR FS
F
F,FW ML
F
TR FS
F,FW ML
F
F,TR ML
DK GR TO BR
BR TO TN
BL GR
BR TO TN
BL GR TO BLK
LT BL GR TO DK BL GR
CL
SM
SP
SM
ML
SP
SM
SP
09-18-2018
1OD
LONG. -91.1738081
LAT. 32.077452
LL W
FIELD BOOK NO.
411-24.18B
89G.S.E.PL
RT
FW ML,TR FS
F
FW ML
F,TR CL
F,TR CL
DK GR TO BR
LT BR TO DK BR
LT BL GR TO DK BL GR
CL
ML
SM
ML
09-19-2018
1OD
LONG. -91.1718504
LAT. 32.0775994
LL W
FIELD BOOK NO.
411-25.18B
89G.S.E.PL
RT
FW ML
F
F,FW ML
F
TR CL
F
F
DK GR TO BR
BR TO TN
BL GR
LT BL GR TO DK BL GR
CL
SM
SP
SM
ML
SM
SP
09-18-2018
1OD
LONG. -91.1731225
LAT. 32.0767489
LL W
FIELD BOOK NO.
411-26.18B
89G.S.E.PL
RT
FW ML
TR ML
FW ML
F,TR ML
DK GR TO BR
BR TO GR
LT GR TO DK GR
CL
SP
09-18-2018
1OD
LONG. -91.1742634
LAT. 32.0760384
LL W
FIELD BOOK NO.
411-27.18B
89G.S.E.PL
EL
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SHEET ID
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US Army Corps of Engineers
U .S
. A R
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D
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XX
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M M
M M
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VI
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BU
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S
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M
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PO
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PL
EA
SA
N
T
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U C
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N
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S
PA
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IS
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N
B-202
FO
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N D
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N A
N D
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TI
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BO
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IN
G P
R O
FI
LE
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D
J.
F
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D
C . B
AN
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TO
N
D . W
AL
LA
4885+00
4890+00
4895+00
4900+00
4905+00
4910+00
4915+00
4920+00
4925+00
4930+00
4935+00
4940+00
4945+00 4950
4985+00
4990+00
4995+00
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W R/W
R/W
R/W
R /W
R /W
R /W
R/W
R/W
R/ W
R/ W
R/ W
R/W
R/W
R/W
R/W
R/W
R/ W
R /W
R/W
R/W
R/WR
/W
R /W
R /W
R/W
R/W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PI: 4883+17.63
PI: 4
9+
.24
PI: 4
2+
.88
PI: 4
8+
.16
PI
: 4
2+
.6
PI: 4997+79.85
PI
: 5
2+
.6
PI
: 5
5+
.0
R1
R2 R3
R4 R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
R15
R16
R17 R18
R19
R20 R21 R22
R23
R24
R25
R26 R27R28
R29
R30 R31
R32
R33R34
R35R36
R37 R38
R39
R40
R41R42
R43
R44 R45
R46
R47
R48
R49
R50
R51R52R53
R54
R55
R56
R57
R58
R59
R60
R61
R62R63
R64
R65R66
R67
R68
RIGHT OF WAY LIMITS
POINT
ID
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
NORTHING
EASTING
947,313.45
2,038,484.85
946,484.91 2,037,858.13
946,550.53 2,037,780.12
946,421.24 2,037,673.89
946,356.49 2,037,751.20
944,625.61 2,036,734.59
942,993.41 2,035,794.81
942,094.32 2,035,293.40
941,126.85 2,035,208.21
941,131.45 2,034,968.75
940,851.92 2,034,890.89
939,834.12 2,034,795.55
938,876.09 2,034,737.37
938,683.08 2,034,262.67
LINE
LENGTH
1,038.86'
101.94'
167.34'
100.84'
2,007.36'
1,883.41'
1,029.45'
971.22'
239.51'
290.17'
1,022.26'
959.80'
512.43'
556.22'
LINE
DIRECTION
217° 06' 16.6"
310° 04' 02.7"
219° 24' 26.2"
129° 56' 42.0"
210° 25' 38.2"
209° 55' 55.6"
209° 08' 52.4"
185° 01' 56.3"
271° 06' 04.0"
195° 33' 49.8"
185° 21' 05.8"
183° 28' 30.7"
247° 52' 26.6"
243° 47' 17.2"
RIGHT OF WAY LIMITS
POINT
ID
R15
R16
R17
R18
R19
R20
R21
R22
R23
R24
R25
R26
R27
R28
NORTHING
EASTING
938,437.40
2,033,763.65
938,688.64 2,033,567.27
938,095.21 2,033,198.92
937,501.08 2,033,222.49
937,404.73 2,033,288.88
935,743.30 2,033,167.96
935,740.07 2,033,115.73
935,589.43 2,033,106.86
935,589.71 2,033,158.11
934,435.79 2,033,088.43
934,403.67 2,033,785.68
935,298.27 2,033,853.47
935,378.11 2,033,897.49
935,497.79 2,033,857.92
LINE
LENGTH
318.88'
698.45'
594.60'
117.01'
1,665.82'
52.33'
150.90'
51.26'
1,156.03'
697.99'
897.16'
91.17'
126.05'
703.68'
LINE
DIRECTION
321° 59' 10.0"
211° 49' 42.6"
177° 43' 42.3"
145° 25' 42.6"
184° 09' 46.5"
266° 27' 28.5"
183° 22' 14.8"
89° 41' 08.0"
183° 27' 21.1"
92° 38' 13.8"
4° 20' 02.0"
28° 51' 57.9"
341° 42' 22.9"
4° 11' 26.5"
RIGHT OF WAY LIMITS
POINT
ID
R29
R30
R31
R32
R33
R34
R35
R36
R37
R38
R39
R40
R41
R42
NORTHING
EASTING
936,199.59
2,033,909.35
937,096.38 2,033,959.16
937,095.95 2,034,014.66
937,737.53 2,034,062.93
937,926.71 2,034,454.62
937,964.84 2,034,434.32
938,479.74 2,035,417.87
938,582.13 2,035,426.44
938,561.04 2,035,639.02
938,401.05 2,035,591.16
938,315.18 2,035,712.70
938,010.68 2,036,120.12
938,390.21 2,036,669.92
938,469.47 2,036,653.89
LINE
LENGTH
898.17'
55.50'
643.40'
434.98'
43.20'
1,110.18'
102.75'
213.62'
166.99'
148.81'
508.63'
668.07'
80.86'
485.14'
LINE
DIRECTION
3° 10' 45.3"
90° 26' 48.2"
4° 18' 10.4"
64° 13' 14.6"
331° 58' 15.6"
62° 22' 01.5"
4° 47' 12.6"
95° 40' 06.5"
196° 39' 12.7"
125° 14' 33.5"
126° 46' 23.2"
55° 22' 58.6"
348° 33' 37.8"
289° 34' 55.1"
RIGHT OF WAY LIMITS
POINT
ID
R43
R44
R45
R46
R47
R48
R49
R50
R51
R52
R53
R54
R55
R56
NORTHING
EASTING
938,632.06
2,036,196.81
938,802.79 2,035,718.98
938,638.28 2,035,665.13
938,660.32 2,035,403.63
939,774.21 2,035,514.36
939,763.17 2,035,725.90
938,989.22 2,035,655.87
938,967.59 2,035,908.60
939,626.76 2,036,041.80
939,663.60 2,036,058.08
939,676.76 2,036,102.13
939,604.84 2,036,418.56
939,342.89 2,036,338.78
939,275.34 2,036,810.33
LINE
LENGTH
507.41'
173.10'
262.43'
1,119.38'
211.83'
777.11'
253.65'
672.49'
40.27'
45.97'
324.51'
273.83'
476.36'
1,281.34'
LINE
DIRECTION
289° 39' 42.6"
198° 07' 35.7"
274° 49' 06.2"
5° 40' 37.4"
92° 59' 15.3"
185° 10' 13.9"
94° 53' 29.3"
11° 25' 28.5"
23° 50' 05.0"
73° 22' 03.7"
102° 48' 16.0"
196° 56' 23.1"
98° 09' 07.5"
21° 20' 32.8"
RIGHT OF WAY LIMITS
POINT
ID
R57
R58
R59
R60
R61
R62
R63
R64
R65
R66
R67
R68
NORTHING
EASTING
940,468.81
2,037,276.66
941,415.26 2,037,369.35
941,440.32 2,036,596.25
941,460.82 2,035,888.96
939,848.92 2,035,737.61
939,871.18 2,035,564.73
940,155.17 2,035,540.82
941,936.92 2,035,653.41
942,540.33 2,036,009.22
942,515.61 2,036,045.32
945,818.30 2,037,890.17
947,049.86 2,038,798.77
LINE
LENGTH
950.97'
773.51'
707.59'
1,618.99'
174.31'
284.99'
1,785.31'
700.49'
43.75'
3,783.01'
1,530.46'
409.90'
LINE
DIRECTION
5° 35' 36.8"
271° 51' 25.4"
271° 39' 34.4"
185° 21' 50.9"
277° 20' 16.6"
355° 11' 14.7"
3° 36' 56.7"
30° 31' 35.7"
124° 23' 41.7"
29° 11' 14.3"
36° 25' 06.6"
310° 01' 06.1"
SO
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SHEET ID
B
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US Army Corps of Engineers
U .S
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A1 RIGHT OF WAY MAP
SCALE: 1"=500'
FEN-1
FEN-2
CUL-1
CUL-2
CUL-3
CUL-4
R/W R/W
R/W R/W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R /W 48
+0
+0
+0
+0
+0
+0
BP
: 4
0+
.0
PI
: 4
2+
.2
PC
: 4
9+
.3
PT
: 4
9+
.3
C1 L1 L2
FEN-3
PI-742A
STA. 4883+17.63
PI-743A
STA. 4899+54.24
PI-744A
STA. 4922+88.88
EXISTING LEVEE TOE
NEW LEVEE CENTERLINE
EXISTING BASELINE
EXISTING BASELINE
EXISTING LEVEE CENTERLINE
RAMP 1 RAMP 3
RAMP 2
65 65
80808080
100100
M
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C H
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FEET, N
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STATIONING ALONG NEW LEVEE CENTERLINE
PV
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EL
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PV
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4888+00
6.
6.
4890+00
6.
6.
4892+00
6.
6.
4894+00
6.
6.
4896+00
6.
6.
4898+00
6.
6.
4900+00
6.
6.
4902+00
6.
6.
4904+00
6.
6.
4906+00
6.
6.
4908+00
6.
6.
4910+00
6.
6.
4912+00
6.
6.
4914+00
6.
6.
4916+00
6.
6.
4918+00
6.
6.
4920+00
EXISTING RIVERSIDE TOE
EXISTING GROUND BENEATH NEW LEVEE CENTERLINE
EXISTING LEVEE CROWN
GROSS GRADE
NET GRADE
RIVERSIDE ENLARGEMENT WITH STABILITY BERM
SO
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N N
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J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD 88.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.
GENERAL NOTES
D1 PLAN; STA. 4890+00 TO 4920+00
SCALE: 1"=200'
N
A1 PROFILE; STA. 4890+00 TO 4920+00
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
400'0 200'
CUL-5
CUL-6
CUL-7
CUL-8
STRC-1
FEN-4
CUL-9
CUL-10
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/ W
R/W
R/W
R/ W
R/ W
R/ W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
+0
+0
+0
+0
+0
4955+00
4960+00
4965+00
PI
: 4
2+
.2
PI: 4955+60.53
PC
: 4
7+
.8
PT: 4948+07.36
C2 L3
L4
PI-744A
STA. 4922+88.88
PI-745A
STA. 4948+05.16
EXISTING LEVEE TOE
EXISTING LEVEE TOE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING BASELINE
EXISTING BASELINE
EXISTING LEVEE CENTERLINE
EXISTING LEVEE CENTERLINE
RAMP 4
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S
H
EE
T C
-1 0#
M
ATCH LINE STA. 4950+00 (SEE SHEET C-10####)
EL
EV
AT
IO
N
IN
F
EE
T, N
.A .V
.D . 8
8 ELEVATIO
N
IN
FEET, N
.A.V.D . 88
STATIONING ALONG NEW LEVEE CENTERLINE
PV
I S
TA
. 4
0+
.0
EL
. 1
.7
PV
I S
TA
. 4
1+
.0
EL
. 1
.2
6.
6.
4920+00
6.
6.
4922+00
6.
6.
4924+00
6.
6.
4926+00
6.
6.
4928+00
6.
6.
4930+00
6.
6.
4932+00
6.
6.
4934+00
6.
6.
4936+00
6.
6.
4938+00
6.
6.
4940+00
6.
6.
4942+00
6.
6.
4944+00
6.
6.
4946+00
6.
6.
4948+00
6.
6.
4950+00
EXISTING RIVERSIDE TOE
EXISTING GROUND BENEATH NEW LEVEE CENTERLINE
EXISTING LEVEE CROWN
GROSS GRADE
NET GRADE
RIVERSIDE ENLARGEMENT WITH STABILITY BERM RIVERSIDE ENLARGEMENT
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-102
AN
A N
D P
R O
FI
LE
ST
A.
0+
T O
0+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD 88.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.
GENERAL NOTES
D1 PLAN; STA. 4920+00 TO 4950+00
SCALE: 1"=200'
N
A1 PROFILE; STA. 4920+00 TO 4950+00
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
CUL-6
CUL-7
CUL-8
STRC-1
FEN-4
CUL-9
CUL-10
CUL-11
CUL-14R/W
R/W
R/W R/W R/W R/W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/W
R /W R/
W
R/ W
R/ W
R /W
R /W
R /W
R /W
R/WR/WR/WR/WR/W
R /W
R/W R/W R/W
R /W
R/W R/W
R/W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W
R /W
R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
CUL-13
CUL-12
+0
+0
+0
+0
+0
+0
4985+00
4990+00
4995+00
PI
: 4
5+
.5
PC
: 4
7+
.8
PC
: 4
2+
.6
PT
: 4
8+
.3
PT: 4982+81.41
C2 C3L4 L5
L6
FEN-5
PI-745A
STA. 4948+05.16
PI-746A
STA. 4982+59.64
EXISTING LEVEE TOE EXISTING LEVEE TOE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING BASELINE
EXISTING BASELINE
EXISTING LEVEE CENTERLINE
EXISTING LEVEE CENTERLINE
RAMP 4
RAMP 5 RAMP 6
RAMP 7
65 65
70 70
75 75
80 80
85 85
90 90
90 90
95 95
95 95
100 100
100 100
70 7070
75 75
80 80
80 80
85 85
90 90
95 95
100 100
105 105105 105
105105
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S
H
EE
T C
-1 0#
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S
H
EE
T C
-1 0#
EL
EV
AT
IO
N
IN
F
EE
T, N
.A .V
.D . 8
8 ELEVATIO
N
IN
FEET, N
.A.V.D . 88
STATIONING ALONG NEW LEVEE CENTERLINE
6.
6.
4950+00
6.
6.
4952+00
6.
6.
4954+00
6.
6.
4956+00
6.
6.
4958+00
6.
6.
4960+00
6.
6.
4962+00
6.
6.
4964+00
6.
6.
4966+00
6.
6.
4968+00
6.
6.
4970+00
6.
6.
4972+00
6.
6.
4974+00
6.
6.
4976+00
6.
6.
4978+00
6.
6.
4980+00
EXISTING RIVERSIDE TOE
EXISTING GROUND BENEATH NEW LEVEE CENTERLINE
EXISTING LEVEE CROWN
GROSS GRADE
NET GRADE
RIVERSIDE ENLARGEMENT RIVERSIDE ENLARGEMENT WITH SEEPAGE BERM
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-103
AN
A N
D P
R O
FI
LE
ST
A.
0+
T O
0+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD 88.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.
GENERAL NOTES
D1 PLAN; STA. 4950+00 TO 4980+00
SCALE: 1"=200'
N
A1 PROFILE; STA. 4950+00 TO 4980+00
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
W
J
J
CUL-11
CUL-14
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R /W
R /W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W R/W
R/W
R/W
R/W R/W
R/ W
R
/WR/
W
R/ W
R/ W
R/W
R/W
R/W
R/W
R/ W
CUL-13
CUL-15
VALV-1
STRC-2
SIGN-1
FEN-7
STRC-3
CUL-17
PP-1
VALV-2
4975+00
+0
+0
+0
5000+00
5005+00
5015+00
PC: 4982+29.63
PC
: 4
7+
.8
PT
: 4
2+
.4
PT: 4997+97.35
C3
C4
L6
L7
FEN-5
PI-746A
STA. 4982+59.64
PI-747A
STA. 4997+79.85
EXISTING LEVEE TOE
EXISTING LEVEE TOE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINENEW LEVEE CENTERLINE
EXISTING BASELINE
EXISTING LEVEE CENTERLINE
EXISTING LEVEE CENTERLINE
RAMP 6
RAMP 7
RAMP 8
RAMP 9
RAMP 10
RAMP 11
656565
75 75
65 65
105105 10
MATCH LINE STA. 4980+00 (SEE SHEET C-10####)
MATCH LINE STA. 5010+00 (SEE SHEET C-10####)
EL
EV
AT
IO
N
IN
F
EE
T, N
.A .V
.D . 8
8 ELEVATIO
N
IN
FEET, N
.A.V.D . 88
STATIONING ALONG NEW LEVEE CENTERLINE
PV
I S
TA
. 4
5+
.0
EL
. 1
.2
PV
I S
TA
. 4
5+
.0
EL
. 1
.0
6.
6.
4980+00
6.
6.
4982+00
6.
6.
4984+00
6.
6.
4986+00
6.
6.
4988+00
6.
6.
4990+00
6.
6.
4992+00
6.
6.
4994+00
6.
6.
4996+00
6.
6.
4998+00
6.
5.
5000+00
6.
5.
5002+00
6.
5.
5004+00
6.
5.
5006+00
6.
5.
5008+00
6.
5.
5010+00
EXISTING RIVERSIDE TOE
EXISTING GROUND BENEATH NEW LEVEE CENTERLINE
EXISTING LEVEE CROWN
GROSS GRADE
NET GRADE
RIERSIDE ENLARGEMENT WITH SEEPAGE BERM
RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM AND SEEPAGE BERM
RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM, SEEPAGE BERM, AND DITCH RIVERSIDE ENLARGEMENT WITH MAINTENANCE BERM AND SEEPAGE BERM
RIVERSIDE ENLARGEMENT WITH SEEPAGE BERM
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-103
AN
A N
D P
R O
FI
LE
ST
A.
0+
T O
0+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD 88.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.
GENERAL NOTES
D1 PLAN; STA. 4980+00 TO 5010+00
SCALE: 1"=200'
N
A1 PROFILE; STA. 4980+00 TO 5010+00
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
J
J
J
J
J
J
J J
J
R/W R/W
R/W
R/W R/W R/W R/W R/W R/W R/W
R/W
R/W R/W R/W R/W R/W
R /W
R /W
R/WR/WR/WR/W
R/WR/WR/WR/WR/WR/WR/W
R/WR/WR/W
R/ W
R/ W
R/ W
STRC-2
SIGN-1
FEN-7
STRC-3
CUL-17
PP-1
VALV-2
PP-2
CUL-16
4995+00
+0
+0
+0
+0
+0
EP
: 5
9+
.9
PI
: 5
1+
.2
PC: 4997+44.88
PT
: 4
7+
.3
C4 L7 L8
FEN-6
PI-747A
STA. 4997+79.85
PI-748A
STA. 5022+28.63
PI-749A
STA. 5035+59.09
EXISTING LEVEE TOE
EXISTING LEVEE TOE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING BASELINE
EXISTING LEVEE CENTERLINE
RAMP 10
RAMP 11
RAMP 12
RAMP 13
95100
80 80
80 80 80
85 85 85
90 90 9095 95 95100 100 100
105 105 105 105105105
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S
H
EE
T C
-1 0#
EL
EV
AT
IO
N
IN
F
EE
T, N
.A .V
.D . 8
8 ELEVATIO
N
IN
FEET, N
.A.V.D . 88
STATIONING ALONG NEW LEVEE CENTERLINE
PV
I S
TA
. 5
9+
.9
EL
. 1
.1
PV
I S
TA
. 5
9+
.9
EL
. 1
.9
6.
5.
5010+00
6.
5.
5012+00
6.
5.
5014+00
6.
5.
5016+00
6.
5.
5018+00
6.
5.
5020+00
6.
5.
5022+00
6.
5.
5024+00
6.
5.
5026+00
6.
5.
5028+00 5030+00 5032+00
EXISTING RIVERSIDE TOE
EXISTING GROUND BENEATH NEW LEVEE CENTERLINE
EXISTING LEVEE CROWN
GROSS GRADE
NET GRADE
RIVERSIDE ENLARGEMENT WITH SEEPAGE BERM
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-105
AN
A N
D P
R O
FI
LE
ST
A.
0+
T O
9+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FOOT.
2. HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), MS WEST STATE PLANE
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD 88.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
5. FOR RIGHT OF WAY COORDINATES, SEE SHEET C-001.
GENERAL NOTES
D1 PLAN; STA. 5010+00 TO 5209+68
SCALE: 1"=200'
N
A1 PROFILE; STA. 5010+00 TO 5209+68
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
R/W
R /W R/
W
R/ W
R/ W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
R /W
R/WR/WR/WR/WR/W
R /W
R/W R/W R/W
R /W
R/W R/W
R/W
R /W
R/W R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/W
R /W
R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R
/W
R/WR/WR/WR/WR/WR/WR/WR/WR/W
N: 941427.52 E: 2036501.30
N: 941365.35 E: 2036559.03
N: 940503.14 E: 2036527.12
N: 940492.90 E: 2036525.85
N: 939694.08 E: 2036356.28
N: 939647.86 E: 2036285.05
N: 940049.10 E: 2036569.59
N: 940065.90 E: 2036572.64
N: 941427.86 E: 2036684.65
N: 941370.19 E: 2036621.88
65 65
65 65
A1 C-106
BORROW AREA 1B
ELEVATION 55.0
BORROW AREA 1A
ELEVATION 58.0
BORROW AREA 2
ELEVATION 55.0
EXISTING GROUND
NO EXCAVATION PERMITTED BELOW THIS LINE
EXCAVATION DEPTHEXCAVATION DEPTH
1V:2H (TYP)
MATERIAL AVAILABLE FOR BORROW
DIVERSION CHANNEL DIVERSION CHANNEL
1V :2
H (T
YP
1V:2H (TYP) 1V
:2
H (T
YP
EXCAVATION LINE
R /W
MIN 10'
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-106
R
R O
W A
R
EA
E
XC
AV
AT
IO
N
P
LA
N
AN
D T
YP
IC
AL
S
EC
TI
O
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. BORROW AREA 1A SHALL ONLY BE USED FOR THE CONSTRUCTION OF
UNCOMPACTED EMBANKMENT.
2. ALL SEMICOMPACTED EMBANKMENT SHALL BE OBTAINED FROM EITHER
BORROW PIT 1B OR BORROW PIT 2.
3. THE BORROW AREA SHALL BE EXCAVATED TO THE PERMISSIBLE
EXCAVATION DEPTH AND TO THE FULL WIDTH OF THE BORROW AREA.
4. THE CLEARING AND GRUBBING LIMITS ARE THE RIGHT-OF-WAY LIMITS FOR
THE BORROW AREA.
5. CONTRACTORS SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM 10
FOOT OFFSET IN THE BORROW AREA RIGHT OF WAY AS SHOWN.
GENERAL NOTES
D1 PLAN VIEW; BORROW AREAS
SCALE: 1"=200'
N
400'0 200'
A1 TYPICAL SECTION; BORROW AREAS
SCALE: NTS
10' 15'
16'
CRUSHED STONE SURFACING
PLACED AT 0.5 TN/LF
VARIABLE SLOPE
1V:5.5H NET SLOPE
NET LEVEE
SECTION
SEMICOMPACTED
EMBANKMENT
EXISTING GROUND
1V:4H NET SLOPE
VARIABLE SLOPE
GROSS (PAY) SECTION
SETTLEMENT PLATE
A1 C-501
GROSS GRADE FROM PROFILE
NET GRADE FROM PROFILE
160'
1V:40H
1V:4H
EL. 77.0
SEMICOMPACTED
EMBANKMENT
10' 15'
16'
CRUSHED STONE SURFACING
PLACED AT 0.5 TN/LF
VARIABLE SLOPE
1V:5.5H NET SLOPE
NET LEVEE
SECTION
SEMICOMPACTED
EMBANKMENT
EXISTING GROUND
1V:4H NET SLOPE
SETTLEMENT PLATE
A1 C-501
VARIABLE SLOPE
GROSS (PAY) SECTION
GROSS GRADE FROM PROFILE
NET GRADE FROM PROFILE
10' 15'
16'
CRUSHED STONE SURFACING
PLACED AT 0.5 TN/LF
VARIABLE SLOPE
1V:5.5H NET SLOPE
NET LEVEE
SECTION
SEMICOMPACTED
EMBANKMENT
EXISTING GROUND
1V:4H NET SLOPE
VARIABLE SLOPE
GROSS (PAY) SECTION
SETTLEMENT PLATE
A1 C-501
GROSS GRADE FROM PROFILE
NET GRADE FROM PROFILE
DISTANCE VARIES (SEE SEEPAGE BERM TABULATION ON C-302)
ELEVATION VARIES (SEE BERM TABULATION ON C-302)
1V:4H
1V:100H
UNCOMPACTED EMBANKMENT
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-302
TY
IP
C
AL
S
EC
TI
O
N S
SH
EE
T
O
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. CONSTRUCT A 1V:4H TRANSITION TO NATURAL GROUND OR ADJACENT BERM
AT UPSTREAM AND DOWNSTREAM ENDS OF BERMS.
2. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
3. ENLARGEMENT FILL SHALL BE BENCHED INTO THE EXISTING LEVEE SLOPE
AFTER STRIPPING TO ENSURE AN ADEQUATE BOND IS ACHIEVED BETWEEN
THE TWO MATERIALS AND TO PREVENT THE FUTURE DEVELOPMENT OF A
SLIP PLANE (REFERENCE SECTION 31 24 00.00 09 PARA 3.2.1.1).
GENERAL NOTES
F1 TYPICAL SECTION; RIVERSIDE LEVEE ENLARGEMENT; STATION 4940+00 TO 4960+00
SCALE: 1"=20' 20' 40'0
D1 TYPICAL SECTION; RIVERSIDE LEVEE ENLARGEMENT WITH RIVERSIDE STABILITY BERM; STATION 4890+00 TO 4940+00
SCALE: 1"=20' 20' 40'0
B1 TYPICAL SECTION; RIVERSIDE LEVEE ENLARGEMENT WITH LANDSIDE SEEPAGE BERM; STA. 4960+00 TO 4992+50, STA. 5005+00 TO 5029+68
SCALE: 1"=30' 30' 60'0
10' 15'
16'
CRUSHED STONE SURFACING
PLACED AT 0.5 TN/LF
VARIABLE SLOPE
1V:5.5H NET SLOPE
NET LEVEE
SECTION
SEMICOMPACTED
EMBANKMENT
EXISTING GROUND
1V:4H NET SLOPE
VARIABLE SLOPE
GROSS (PAY) SECTION
SETTLEMENT PLATE
A1 C-501
GROSS GRADE FROM PROFILE
NET GRADE FROM PROFILE
DISTANCE VARIES (SEE SEEPAGE BERM TABULATION ON C-302)
ELEVATION VARIES (SEE BERM TABULATION ON C-302)
1V:4H
1V:100H
185'
1V:40H
1V:4H
EL. 72.0
UNCOMPACTED
EMBANKMENT
UNCOMPACTED EMBANKMENT
10' 15'
16'
CRUSHED STONE SURFACING
PLACED AT 0.5 TN/LF
VARIABLE SLOPE
1V:5.5H NET SLOPE
NET LEVEE
SECTION
SEMICOMPACTED
EMBANKMENT
EXISTING GROUND
1V:4H NET SLOPE
VARIABLE SLOPE
GROSS (PAY) SECTION
SETTLEMENT PLATE
A1 C-501
GROSS GRADE FROM PROFILE
NET GRADE FROM PROFILE
DISTANCE VARIES (SEE SEEPAGE BERM TABULATION ON C-302)
ELEVATION VARIES (SEE BERM TABULATION ON C-302)
1V:4H
1V:100H
UNCOMPACTED EMBANKMENT
DITCH EXCAVATION
(SEE SHEET C-506)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-302
TY
PI
C
AL
S
EC
TI
O
N S
SH
EE
T
O
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. CONSTRUCT A 1V:4H TRANSITION TO NATURAL GROUND OR ADJACENT BERM
AT UPSTREAM AND DOWNSTREAM ENDS OF BERMS.
2. STATIONING SHOWN IS NEW LEVEE CENTERLINE STATIONING.
3. ENLARGEMENT FILL SHALL BE BENCHED INTO THE EXISTING LEVEE SLOPE
AFTER STRIPPING TO ENSURE AN ADEQUATE BOND IS ACHIEVED BETWEEN
THE TWO MATERIALS AND TO PREVENT THE FUTURE DEVELOPMENT OF A
SLIP PLANE (REFERENCE SECTION 31 24 00.00 09 PARA 3.2.1.1).
GENERAL NOTES
F1 TYPICAL SECTION; RIVERSIDE LEVEE ENLARGEMENT WITH LANDSIDE SEEPAGE BERM AND RIVERSIDE MAINTENANCE BERM; STA. 4992+50 TO 4997+60; STA. 5001+30 TO 5005+00
SCALE: 1"=30' 30' 60'0
F1 TYPICAL SECTION; RIVERSIDE LEVEE ENLARGEMENT WITH LANDSIDE SEEPAGE BERM, RIVERSIDE MAINTENANCE BERM, AND DITCH; STA. 4997+60 TO 5001+30
SCALE: 1"=30' 30' 60'0
SEEPAGE BERM TABULATION
STATION RANGE DISTANCE TO CENTERLINE CROWN ELEVATION
4890+00 TO 4960+00 NO BERM REQUIRED N/A
4960+00 TO 4972+50 440 82
4972+50 TO 4987+50 430 82
4987+50 TO 5002+50 450 82
5002+50 TO 5029+68 440 82
4890+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.10
GROSS EL. 106.60
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 7
0.
O
FF
8.
-40.0:1 -4.0:1
4891+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
0.
O
FF
8.
GROSS EL. 106.79
EL
. 1
.2
O
FF
. 3 6.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4892+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 6
9.
O
FF
1.
GROSS EL. 106.79
EL
. 1
.6
O
FF
. 3 4.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4893+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
0.
O
FF
9.
GROSS EL. 106.79
EL
. 1
.1
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
1.
-40.0:1 -4.0:1
4894+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 6
9.
O
FF
9.
GROSS EL. 106.79
EL
. 1
.6
O
FF
. 3 1.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-303
R
O
SS
S
EC
TI
O
N S
ST
A.
0+
T O
4+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. STATIONING SHOWN IS ALONG NEW LEVEE CENTERLINE.
2. THESE CROSS SECTIONS SHALL NOT BE USED TO LAY OUT THE LEVEE FILL.
3. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
4. CROSS SECTION DATA LOCATED ON THE INTERIOR OF A POINT OF
INTERSECTION ALONG THE NEW LEVEE CENTERLINE INDICATES FLATTER
SLOPES AND WIDER SECTIONS THAN THOSE ACCURATELY REPRESENTED
ON THE TYPICAL SECTIONS.
NOTES
LEGEND
EXISTING GROUND
SEMICOMPACTED LEVEE EMBANKMENT
SEMICOMPACTED STABILITY BERM EMBANKMENT
UNCOMPACTED MAINTENANCE BERM EMBANKMENT
UNCOMPACTED SEEEPAGE BERM EMBANKMENT
DITCH EXCAVATION
A1 CROSS SECTIONS
SCALE: 1"=40'
4895+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 6
9.
O
FF
0.
GROSS EL. 106.79
EL
. 1
.3
O
FF
. 3 2.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4896+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
0.
O
FF
8.
GROSS EL. 106.79
EL
. 1
.7
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
1.
-40.0:1 -4.0:1
4897+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
0.
O
FF
7.
GROSS EL. 106.79
EL
. 1
.7
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
0.
-40.0:1 -4.0:1
4898+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
1.
O
FF
5.
GROSS EL. 106.79
EL
. 1
.7
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
4899+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
1.
O
FF
5.
GROSS EL. 106.79
EL
. 9
6.
O
FF
. 5 7.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-304
R
O
SS
S
EC
TI
O
N S
ST
A.
5+
T O
9+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. STATIONING SHOWN IS ALONG NEW LEVEE CENTERLINE.
2. THESE CROSS SECTIONS SHALL NOT BE USED TO LAY OUT THE LEVEE FILL.
3. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
4. CROSS SECTION DATA LOCATED ON THE INTERIOR OF A POINT OF
INTERSECTION ALONG THE NEW LEVEE CENTERLINE INDICATES FLATTER
SLOPES AND WIDER SECTIONS THAN THOSE ACCURATELY REPRESENTED
ON THE TYPICAL SECTIONS.
NOTES
LEGEND
EXISTING GROUND
SEMICOMPACTED LEVEE EMBANKMENT
SEMICOMPACTED STABILITY BERM EMBANKMENT
UNCOMPACTED MAINTENANCE BERM EMBANKMENT
UNCOMPACTED SEEEPAGE BERM EMBANKMENT
DITCH EXCAVATION
4900+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.09
EL
. 7
1.
O
FF
3.
GROSS EL. 106.79
EL
. 1
.6
O
FF
. 3 1.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
0.
-40.0:1 -4.0:1
4901+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
2.
O
FF
8.
GROSS EL. 106.78
EL
. 1
.7
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
4902+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
4.
O
FF
0.
GROSS EL. 106.78
EL
. 1
.6
O
FF
. 3 1.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 7
2.
O
FF
6.
-40.0:1 -4.0:1
4903+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7 3.
O
FF
6.
GROSS EL. 106.78
EL
. 1
.8
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 7
0.
O
FF
7.
-40.0:1 -4.0:1
4904+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
6.
GROSS EL. 106.78
EL
. 1
.8
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-305
R
O
SS
S
EC
TI
O
N S
ST
A.
0+
T O
4+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. STATIONING SHOWN IS ALONG NEW LEVEE CENTERLINE.
2. THESE CROSS SECTIONS SHALL NOT BE USED TO LAY OUT THE LEVEE FILL.
3. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
4. CROSS SECTION DATA LOCATED ON THE INTERIOR OF A POINT OF
INTERSECTION ALONG THE NEW LEVEE CENTERLINE INDICATES FLATTER
SLOPES AND WIDER SECTIONS THAN THOSE ACCURATELY REPRESENTED
ON THE TYPICAL SECTIONS.
NOTES
LEGEND
EXISTING GROUND
SEMICOMPACTED LEVEE EMBANKMENT
SEMICOMPACTED STABILITY BERM EMBANKMENT
UNCOMPACTED MAINTENANCE BERM EMBANKMENT
UNCOMPACTED SEEEPAGE BERM EMBANKMENT
DITCH EXCAVATION
4905+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
7.
GROSS EL. 106.78
EL
. 1
.8
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
0.
-40.0:1 -4.0:1
4906+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
6.
GROSS EL. 106.78
EL
. 1
.5
O
FF
. 3 1.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
4907+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
6.
GROSS EL. 106.78
EL
. 1
.6
O
FF
. 3 1.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
9.
-40.0:1 -4.0:1
4908+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
5.
GROSS EL. 106.78
EL
. 1
.8
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
1.
-40.0:1 -4.0:1
4909+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
1.
O
FF
5.
GROSS EL. 106.78
EL
. 1
.7
O
FF
. 3 0.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
9.
O
FF
0.
-40.0:1 -4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-306
R
O
SS
S
EC
TI
O
N S
ST
A.
5+
T O
9+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. STATIONING SHOWN IS ALONG NEW LEVEE CENTERLINE.
2. THESE CROSS SECTIONS SHALL NOT BE USED TO LAY OUT THE LEVEE FILL.
3. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
4. CROSS SECTION DATA LOCATED ON THE INTERIOR OF A POINT OF
INTERSECTION ALONG THE NEW LEVEE CENTERLINE INDICATES FLATTER
SLOPES AND WIDER SECTIONS THAN THOSE ACCURATELY REPRESENTED
ON THE TYPICAL SECTIONS.
NOTES
LEGEND
EXISTING GROUND
SEMICOMPACTED LEVEE EMBANKMENT
SEMICOMPACTED STABILITY BERM EMBANKMENT
UNCOMPACTED MAINTENANCE BERM EMBANKMENT
UNCOMPACTED SEEEPAGE BERM EMBANKMENT
DITCH EXCAVATION
4910+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.08
EL
. 7
0.
O
FF
8.
GROSS EL. 106.78
EL
. 1
.0
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4911+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 7
0.
O
FF
9.
GROSS EL. 106.77
EL
. 1
.1
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4912+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 7
0.
O
FF
9.
GROSS EL. 106.77
EL
. 1
.3
O
FF
. 2 8.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
4.
-40.0:1
-4.0:1
4913+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
9.
O
FF
1.
GROSS EL. 106.77
EL
. 1
.1
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
7.
O
FF
6.
-40.0:1
-4.0:1
4914+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
9.
O
FF
1.
GROSS EL. 106.77
EL
. 1
.3
O
FF
. 2 8.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
7.
O
FF
6.
-40.0:1
-4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
YY
-X
-X
XX
X
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
R &T
, W
ES
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
LE
VE
E
EN
LA
R G
EM
EN
T
AN
D B
ER
M
S, M
R L
IT
EM
-R
PO
IN
T
PL
EA
SA
N
T
- Y
U C
AT
AN
, L A
TE
N
SA
S
PA
R
IS
H
, L O
U
IS
IA
N
C-307
R
O
SS
S
EC
TI
O
N S
ST
A.
0+
T O
4+
SH
EE
T
O F
J.
F
O R
D
J.
F
O R
D
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. STATIONING SHOWN IS ALONG NEW LEVEE CENTERLINE.
2. THESE CROSS SECTIONS SHALL NOT BE USED TO LAY OUT THE LEVEE FILL.
3. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
4. CROSS SECTION DATA LOCATED ON THE INTERIOR OF A POINT OF
INTERSECTION ALONG THE NEW LEVEE CENTERLINE INDICATES FLATTER
SLOPES AND WIDER SECTIONS THAN THOSE ACCURATELY REPRESENTED
ON THE TYPICAL SECTIONS.
NOTES
LEGEND
EXISTING GROUND
SEMICOMPACTED LEVEE EMBANKMENT
SEMICOMPACTED STABILITY BERM EMBANKMENT
UNCOMPACTED MAINTENANCE BERM EMBANKMENT
UNCOMPACTED SEEEPAGE BERM EMBANKMENT
DITCH EXCAVATION
4915+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
9.
O
FF
9.
GROSS EL. 106.77
EL
. 1
.2
O
FF
. 2 8.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
5.
-40.0:1
-4.0:1
4916+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 7
0.
O
FF
9.
GROSS EL. 106.77
EL
. 1
.2
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4917+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
9.
O
FF
0.
GROSS EL. 106.77
EL
. 1
.1
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
3.
-40.0:1 -4.0:1
4918+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
9.
O
FF
1.
GROSS EL. 106.77
EL
. 1
.9
O
FF
. 2 9.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
8.
O
FF
5.
-40.0:1
-4.0:1
4919+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 6000-20-40-60-80-100-120-140-160-180-200-220-240-260
NET EL. 106.07
EL
. 6
8.
O
FF
3.
GROSS EL. 106.77
EL
. 1
.3
O
FF
. 3 2.
-3.9:1
-3.5:1
EL
. 7
7.
O
FF
0.
EL
. 7
8.
O
FF
7.
EL
. 6
7.
O
FF
7.
-40.0:1
-4.0:1
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
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