H01_Angola Camp F Seepage Berm_Plans_(Beta Sam).pdf
PDF 28 MB Posted
- Solicitation number
- W912P821B0059
About this file
This document provides details for a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Engineering District New Orleans is seeking bids for the Angola Camp F Seepage Berm Project and Sand Boil in West Feliciana Parish, Louisiana under solicitation number W912P821B0059. Bids are due by the date specified in the attached solicitation documents and drawings. The opportunity involves construction of a seepage berm and addressing sand boils, with the goal of improving flood risk management as part of the larger Mississippi River & Tributaries Project. Interested parties should review the solicitation and drawings for complete requirement details and response instructions.
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Other files
| File | Type | Posted |
|---|---|---|
| B01_ Bid Abstract (SAM)(s).pdf | ||
| Amendment 0001_21B0059 (SAM)pdf.pdf | ||
| A21_Solicitation_W912P821B0059 (Beta Sam).pdf |
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CIVIL BRANCH
DATION OF ALL DRAWINGS IN THIS SET.
TURES INDICATE OFFICIAL RECOMMEN-
REQUIRED BY ER 1110-1-8152. SIGNA-
THE SCOPE OF THEIR EMPLOYMENT AS
THESE PROJECT DOCUMENTS WITHIN
TIONS OF INDIVIDUALS APPEAR ON
TURES AND REGISTRATION DESIGNA-
ENGINEERS. THE INITIALS OR SIGNA-
NEW ORLEANS DISTRICT CORPS OF
THIS PROJECT WAS DESIGNED BY THE
APPROVED BY:
DISTRICT COMMANDER CHIEF ENGINEERING DIVISION
APPROVAL RECOMMENDED BY:
CIVIL BRANCH
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TL
NEW ORLEANS DISTRICT
of Engineers
US Army Corps
LOUISIANA STATE PENITENTIARY
MISSISSIPPI RIVER AND TRIBUTARIES (MR&T)
ANGOLA RING LEVEE
ANGOLA CAMP F SEEPAGE BERM
B/L STA. 55+00 TO B/L STA. 90+00
WEST FELICIANA PARISH, LA
ED 20-063
SOLICITATION NO.:
CONTRACT NO.:
W912P8-21-B-0059
MAY 2021
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ANGOLA
SHEET C-01
SHEET C-03
MAIN GATE
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LOUISIANA STATE
PENITENTIARY
LOUISIANA STATE
LAND SIDE
FLOOD SIDE
BORROW AREA
PROPOSED BERM AREA
LAND SIDE
FLOOD SIDE
WEST FELICIANA PARISH
MISSISSIPPI
LOUISIANA
LA
K E K
ILLO
R N E Y
PARISH
CONCORDIA
PONTE COUPEE PARISH
BM: ANGOLA (PRIMARY)
BM: CHAMPAGNE
BM: CAMP F
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LEVEE CROWN (PLAN VIEW)
LEVEE TOE (PLAN VIEW)
LEVEE CENTERLINE
CONCRETE PAVING
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EARTHWORK - COMPACTED FILL
EXISTING GROUND
STAGING AREA
CONSTRUCTION LIMIT/
EXCAVATION
EXISTING RIGHT OF WAY SOIL BORING / CPT
NEW RIGHT OF WAY
X
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TITLE
X
(SHOWN ON SAME SHEET)
DETAIL
(SHOWN ON ANOTHER SHEET)
DETAIL
NUMBER
DETAIL
DETAILED INFORMATION
AREA ENLARGED FOR
DETAILED INFORMATION
AREA ENLARGED FOR
X
SHT #
NUMBER
DETAIL
(SHOWN ON SAME SHEET)
OR SECTION TITLE
PLAN, ELEVATION, DETAIL
IS SHOWN
DETAIL
WHERE
SHEET
X
SHT #
X
CROSS REFERENCE SYMBOL LEGEND
ABBREVIATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
BASELINE
BENCHMARK
CENTERLINE
CONSTRUCTIONCONST.
C/L
BM
B/L
NOT TO SCALEN.T.S.
LAND SIDEL/S
R/W RIGHT OF WAY
STATIONSTA.
ELEVATIONEL.
FOOT OR FEETFT.
HWY. HIGHWAY
OF ENGINEERS
UNITED STATES ARMY CORPS USACE
TYP. TYPICAL
LIMIT OF CONSTRUCTIONLOC
CPT CONE PENETROMETER TEST
EAR EDGE OF ROAD
FS FLOOD SIDE
PSC PROTECTED SIDE CROWN
PST PROTECTED SIDE TOE
NG NATURAL GROUND
SND SOUNDING
TB TOP OF BANK
WE WATER'S EDGE
(SHOWN ON SAME SHEET)
SECTION CUT
(SHOWN ON ANOTHER SHEET)
SECTION CUT
GENERAL LEGEND
NEW RIGHT OF WAY
BORROW - CROSS SECTIONCS-21
BORROW - CROSS SECTIONCS-20
BORROW - CROSS SECTIONCS-19
BORROW - CROSS SECTIONCS-18
LEVEE - CROSS SECTIONCS-17
LEVEE - CROSS SECTIONSCS-16
LEVEE - CROSS SECTIONSCS-15
LEVEE - CROSS SECTIONSCS-14
LEVEE - CROSS SECTIONSCS-13
LEVEE - CROSS SECTIONSCS-12
LEVEE - CROSS SECTIONSCS-11
LEVEE - CROSS SECTIONSCS-10
CARROLLTON GAGE AND RED RIVER HYDROGRAPHH-01
BORROW AREA - BORING LOGSB-04
LEVEE - BORING LOGSB-03
LEVEE - BORING LOGSB-02
BORING LEGENDB-01
MISCELLANOUS DETAILSC-05
BORROW AREA TYPICAL SECTIONSC-04
BORROW AREA PLAN VIEWC-03
LEVEE BERM TYPICAL SECTIONSC-02
LEVEE PLAN VIEWC-01
TABULATIONSG-04
ABBREVIATIONS AND BENCHMARKS
INDEX OF DWGS., GENERAL NOTES, LEGEND,
G-03
LOCATION MAP AND VICINITY MAPG-02
COVER SHEETG-01
INDEX OF DRAWINGSNO.
SET IN CONCRETE ATOP A 4' 1" IRON PIPE DRIVEN INTO THE GROUND.
MARK IS A BRASS USACE SURVEY DISK, STAMPED CAMP F,
72' NORTHWEST FROM NW CORNER OF BARBED WIRE FENCE.
ABANDONED FOUNDATION, 17' E OF CENTERLINE OF CAMP F ROAD,
7' N FROM NORTHWEST CORNER OF SQUARE CONCRETE
LOCATED ON LOUISIANA STATE PENITENTIARY AT ANGOLA.
Y = 907,853.78
X = 3,200,690.429
LON. 91° 35' 20.68267"
LAT. 30° 59' 45.79257"
(2009.55)
NAVD 88
EL. 51.54ft
CAMP F
THE COVER IS STAMPED PBM CHAMPAGNE 2018.
A CURVE AHEAD SIGN AND MARKED BY 2 YELLOW PAINTED T-POST.
SOUTHEAST OF THE TOE OF THE LEVEE, 207 FEET EAST-NORTHEAST OF
INTO THE GROUND. 4.8 FEET NORTHWEST OF A BARBED WIRE FENCE, 56 FEET
IN-CASED IN A PVC PIPE WITH AN ACCESS FLANGE AND RECESSED 0.5 FEET
A C.O.E STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 48 FEET,
A 45 DEGREE ANGLE IN A FENCE LINE. THE STATION IS
THE LEVEE FOR 1.0 MILES TO THE STATION ON THE RIGHT AT
PROCEED 0.65 MILES TO THE LEVEE, TURN RIGHT AND PROCEED ALONG
FOR 3.6 MILES, TURN RIGHT AND PROCEED 0.2 MILES, TURN LEFT AND
ON ANGOLA PRISON, AFTER CHECKING IN, CONTINUE ON HIGHWAY 66
PROCEED IN A NORTHWEST DIRECTION FOR 19.7 MILES TO THE FRONT GATE
OF HIGHWAY 61 AND HIGHWAY 66 JUST NORTH OF ST. FRANCISVILLE, LA.,
OF ST. FRANCISVILLE, LA. TO REACH THE STATION FROM THE INTERSECTION
WEST-SOUTHWEST OF WOODVILLE, MS., AND 19.91 MILES NORTHWEST
LOCATED 9.25 MILES NORTH-NORTHEAST OF INNIS, LA., 19.79 MILES
THE STATION IS LOCATED IN ANGOLA, LA., WEST FELICIANA PARISH, LA.
Y = 908,170.43
X = 3,194,556.69
LON. 90° 36' 31.15560"
LAT. 30° 59' 48.78554"
(2009.55)
NAVD 88
9.45 ftEL. 4
CHAMPAGNE
THE COVER IS STAMPED PBM ANGOLA 2018.
THE LEVEE AND MARKED BY 2 YELLOW PAINTED T-POST.
129 FEET NORTH OF A POWER POLE, 136.4 FEET NORTH-NORTHWEST OF THE TOE OF
IN A PVC PIPE WITH AN ACCESS FLANGE AND RECESSED 0.4 FEET INTO THE GROUND.
A C.O.E STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 44 FEET, IN-CASED
APPROXIMATELY 260 FEET FROM THE CENTERLINE OF THE LEVEE. THE STATION IS
TO A WHITE CATTLE GUARD AND THE BENCH MARK IS LOCATED ON THE RIGHT SIDE
CONTINUE UP A LEVEE RAMP TO THE TOP OF THE LEVEE AND TRAVEL 0.17 MILES
CONTINUE ON HIGHWAY 66 FOR 0.16 MILES TO AN INTERSECTION, TURN LEFT AND
FOR 19.7 MILES TO THE FRONT GATE ON ANGOLA PRISON, AFTER CHECKING IN,
JUST NORTH OF ST. FRANCISVILLE, LA., PROCEED IN A NORTHWEST DIRECTION
TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 61 AND HIGHWAY 66
OF ST. FRANCISVILLE, LA., AND 19.96 MILES WEST SOUTHWEST OF WOODVILLE, MS.
LOCATED 7.60 MILES EAST NORTHEAST OF INNIS, LA., 15.73 MILES NORTHWEST
THE STATION IS LOCATED IN ANGOLA, LA., WEST FELICIANA PARISH, LA.
Y = 887,528.94 3,205,293.76X =
LON. 91° 34' 27.30885"
LAT. 30° 56' 24.74825"
(2009.55)
NAVD 88
EL. 39.66 FT
(PRIMARY)
PBM ANGOLA
DESCRIPTION
(EPOCH)
(NAVD 88)
ELEVATION
BENCHMARK
BENCHMARKS
AND THE DATE 7-24- 2020.
15. THE RIGHT OF WAY DRAWINGS FOR THIS PROJECT CAN BE OBTAINED USING THE FILE NUMBER H-8-48177
REQUIREMENTS, AND THE USACE SAFETY MANUAL EM-385-1-1.
12. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA AND ENTERGY
THROUGHOUT THE DURATION OF THE CONTRACT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ACCESS ROAD IN WORKING CONDITION
BEGINNING THE WORK. ALL UNITS ARE US SURVEY FEET.
BASELINE AT THE PROJECT SITE, AND SHALL RE-ESTABLISH THE BASELINE AS REQUIRED BEFORE
ZONE HAS BEEN IMPLEMENTED. THE CONTRACTOR SHALL VERIFY THE ESTABLISHMENT OF THE PROJECT
10. THE BENCHMARKS AND BASELINES HAVE BEEN ESTABLISHED BY THE GOVERNMENT. THE STATE PLANE
CONTACT THE DESIGNATED INDIVIDUAL REFERRED TO IN THE SPECIFICATIONS AND/OR DRAWINGS.
TO THE SPECIFICATIONS, SECTION 01100, FOR DETAILS. FOR THE UTILITY OWNER'S REPRESENTATIVE
SHALL CONTACT THE OWNER(S) PRIOR TO WORK ADJACENT TO AND OVER THE UTILITY ALIGNMENT. REFER
PURPOSES. THE LOCATIONS WERE PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR
9. THE LOCATIONS OF THE EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE FOR INFORMATIONAL
EXISTING LEVEE CROWN IS NOT SHOWN ON THE PLAN VIEWS.
8. ALL THE STATIONS ARE BASELINE STATIONS UNLESS OTHERWISE NOTED. THE CENTERLINE OF THE
1988 (2009.55) UNLESS OTHERWISE NOTED.
7. ALL THE ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM
BE SCALED.
6. THE DRAWINGS MARKED "NOT TO SCALE" (N.T.S.) ARE GENERALLY DRAWN TO SCALE, BUT SHOULD NOT
REQUIRE FIELD VERIFICATION.
5. THE DIMENSIONS, ELEVATIONS AND TABULATION COORDINATES ARE APPROXIMATE READINGS, AND
4. THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2020.
AMERICAN DATUM 1983, STATE PLANE, LOUISIANA SOUTH, ZONE 1702, US SURVEY FEET.
3. THE XY COORDINATES USED IN THE DRAWINGS REFER TO THE FOLLOWING HORIZONTAL DATUM: NORTH
TICK LINES.
BY SOLID TICK LINES, AND THE LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED BY DASH
2. INSIDE THE PLAN AREAS, THE POLYCONIC PROJECTION NORTH AMERICAN DATUM 1983 IS REPRESENTED
NEW ORLEANS DISTRICT, SURVEY SECTION (504) 862-1852.
1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE FROM USACE, GENERAL NOTES:
PROJECT SPECIFIC NOTES:
C-21-69
SPECIFICATIONS.
THE REPAIR SHALL INCLUDE FERTILIZING, SEEDING AND MULCHING IN ACCORDANCE WITH THE CONTRACT
CONDITION, BY ADDING EMBANKMENT MATERIAL AND SHAPING TO EVENLY GRADE THE DISTURBED AREAS.
WILL BE REQUIRED TO REPAIR/RESTORE ALL DISTURBED AREAS USED FOR ACCESS TO THE PRE-EXISTING
TO PROVIDED CONTINUOUS ACCESS TO THE WORK AREAS. UPON COMPLETION OF WORK, THE CONTRACTOR
6. CONTRACTOR SHALL MAINTAIN ALL OFF-ROAD ACCESS ROUTES WITHIN THE LEVEE RIGHT-OF-WAY IN ORDER
TO THE HAUL ROADS RESULTING FROM NOT ABIDING BY THE REQUIRED WEIGHT AND LEGAL LIMITS.
LEGAL LIMITS OF FEDERAL, STATE AND LOCAL ROADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE
5. ALL HEAVY DUTY TRUCKS SHALL ABIDE BY REQUIRED WEIGHT LIMITS. THE CONTRACTOR SHALL ABIDE BY ALL
ACCORDANCE WITH SPECIFICATION SECTION 01100.
4. THE CONTRACTOR SHALL KEEP STREETS AND ACCESS ROADS CLEAN DURING CONSTRUCTION IN
SHALL STAY WITHIN THE ACCESS CORRIDORS APPROVED BY THE CONTRACTING OFFICER.
3. THE CONTRACTOR SHALL COORDINATE ALL ACCESS POINTS WITH THE CONTRACTING OFFICER. CONTRACTOR
AREA(S) OTHER THAN WHAT IS CURRENTLY MARKED AS STAGING AREAS.
2. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY CONTRACTING OFFICER ANY PROPOSED STAGING
REGULATIONS FOR CONSTRUCTION PERSONNEL" FOR REQUIRED INFORMATION AND PROCEDURES.
CONTRACTING OFFICER. SEE SPECIFICATION SECTION 01100, PARAGRAPH "PENAL INSTITUTION RULES AND
SITE AND BORROW AREA SHALL BE COORDINATE WITH LOUISIANA STATE PENITENTIARY AND THE
1. PROJECT LOCATION IS LOCATED WITHIN THE LOUISIANA STATE PENITENTIARY, ACCESS TO THE PROJECT
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U
IS
IA
N
A S
T A
T E
P E
N
IT
E N
T
IA
R Y
A N
G O
L A
R
IN
G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
/L S
T A
W E
S T
F E
L
IC
IA
N
A P
A R
IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
* STATIONS ARE SHOWN FOR CONTINUITY
885,805.463,195,302.39510+03.92
886,062.393,193,319.18490+04.12
886,324.893,191,336.88470+04.50
886,598.093,189,299.18449+48.79
908,448.803,199,506.88100+42.52
908,440.203,201,549.0480+00.33
908,439.273,203,551.8059+97.57
908,435.933,205,550.4539+98.87
YX
COORDINATES
STATE PLANE
ITEM
TABULATION
LEVEE BASELINE
884,498.043,190,225.194
883,721.513,193,421.873
884,956.043,193,571.542
885,309.093,190,212.651
YX
COORDINATES
STATE PLANE
ITEM
LIMIT OF BORROW
908,106.663,204,042.4010
907,937.263,204,042.121
907,937.723,203,012.837
907,937.883,202,657.836
907,941.703,200,750.972
YX
COORDINATES
STATE PLANE
ITEM
NEW RIGHT-OF-WAY
908,024.673,200,541.234
908,024.673,200,681.693
908,242.353,200,697.232
908,242.353,200,542.151
YX
COORDINATES
STATE PLANE
ITEM
STAGING AREA
886,633.283,189,239.8020
886,559.413,188,509.2819
886,441.853,188,422.1618
886,330.343,188,386.7417
886,280.163,188,385.7416
886,120.013,188,433.6215
885,691.793,188,866.7514
885,468.743,189,261.2613
885,216.243,189,493.6712
884,848.183,190,119.7711
884,871.593,190,119.4010
885,231.973,189,506.379
885,484.603,189,273.848
883,315.583,188,878.927
886,130.643,188,451.326
886,282.893,188,405.805
886,327.043,188,406.684
886,432.623,188,440.213
886,540.403,188,520.082
886,815.463,189,262.351
YX
COORDINATES
STATE PLANE
ITEM
TABULATION
ACCESS ROAD
908,464.153,204,043.004
908,467.013,203,549.263
908,467.443,201,548.982
908,456.903,200,543.051
YX
COORDINATES
STATE PLANE
ITEM
CONSTRUCTION
LIMIT OF 908,106.663,204,042.4010
908,107.483,203,545.279
908,107.723,203,012.918
907,937.723,203,012.837
907,937.883,202,657.836
908,107.883,202,657.915
908,108.393,201,541.264
908,111.013,200,916.683
907,941.703,200,750.972
907,942.583,200,540.891
YX
COORDINATES
STATE PLANE
ITEM
RIGHT-OF-WAY
EXISTING
DO NOT DISTURBCATTLE GUARD
PENITENTIARY
LOUISIANA STATE
445+99 +/-CG-04
DO NOT DISTURBCATTLE GUARD
PENITENTIARY
LOUISIANA STATE
448+15 +/-CG-03
DO NOT DISTURBCATTLE GUARD
PENITENTIARY
LOUISIANA STATE
450+20 +/-CG-02
DO NOT DISTURBCULVERT
PENITENTIARY
LOUISIANA STATE
460+36 +/-C-01
DO NOT DISTURBCATTLE GUARD
PENITENTIARY
LOUISIANA STATE
87+26 +/-CG-01
TO BE REMOVED AND RELOCATED DURING CONSTRUCTION BY OWNERFENCE
PENITENTIARY
LOUISIANA STATE
87+37 +/- TO 80+66 +/-F-02
TO BE REMOVED AND RELOCATED DURING CONSTRUCTION BY OWNERFENCE
PENITENTIARY
LOUISIANA STATE
87+34 +/- TO 55+00 +/-F-01
DO NOT DISTURBSIGN
PENITENTIARY
LOUISIANA STATE
88+28 +/-S-01
DISPOSITIONDESCRIPTIONSOWNERSTATIONITEM
MISCELLANEOUS TABULATIONS
* STATIONS ARE SHOWN FOR CONTINUITY
885,044.323,193,687.31495+00
885,410.903,190,200.63460+00
YX
COORDINATES
STATE PLANE
ITEM
TABULATION
BORROW BASELINE
884,419.133,190,126.404
883,597.773,193,507.613
885,044.873,193,683.042
885,420.333,190,110.921
YX
COORDINATES
STATE PLANE
ITEM
WAY
BORROW RIGHT-OF-
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
M a y
A N
S I
D
M
M U
R R
A Y
D H
U E
T E
P
W
IL
T Z
L H
A T
T E
N H
-8 -4
M
IS
S
IS
S
IP
P I
R
IV
E R
A N
D T
R
IB
U T
A R
IE
S
P R
O J E
C T
M
R
T
L O
U
IS
IA
N
A S
T A
T E
P E
N
IT
E N
T
IA
R Y
A N
G O
L A
R
IN
G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
/L S
T A
W E
S T
F E
L
IC
IA
N
A P
A R
IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
400'0 200'
SCALE: 1" = 200'
B /L S
T A .5
B /L
S T
A
.3
B /L
S T
A
.5
WEST FELICIANA PARISH
FLOOD SIDE
LAND SIDE
MISSISSIPPI
LOUISIANA
B /L S
T A
L
IM
IT
O
F R
IG
H T -O
F -W
A Y
B /L
S T
A
L
IM
IT
O
F R
IG
H
T -O
F -W
A Y
BASELINE
,2
,0
,2
,0
,0
,0
,0
,0
908,000 908,000
'3
'1
' 0
'4
'3
'3
'1
' 0
'4
'3
30°59'45"
31°00' 0"
30°59'45"
31°00' 0"
0.74 ACRE
STAGING AREA
C-20-97
C-17-97 C-16-97
1 2
LIMIT OF CONSTRUCTION
PENITENTIARY CAMP F
LOUISIANA STATE
1 2
9 10
NEW R/W
NEW R/W
EXISTING R/W
WILKINSON COUNTY
F-01
B /L
S T
A
L
IM
IT
O
F W
O R
K
B /L S
T A
L
IM
IT
O
F W
O R
K
C-24-97
C-19-97
C-18-97C-21-97
C-22-97
C-23-97
C-27-97
IS SHOWN FOR CONTINUITY.
*THE FIRST P.I. OUTSIDE OF THE PROJECT ROW
LIMIT OF CONSTRUCTION
ANG-5-97
ANG-6-97
906,000 906,000
30°59'32" 30°59'32"
NORTH
PLAN
EXISTING R/W
S-01
CG-01
F-02
C-01
L E
V E
E S
L
ID
E P
L A
N V
IE
W
H -8
-4
C
-0
.d g n
C-02
E
V E
E B
E R
M T
Y P
IC
A
L S
E C
T
IO
N S
H -8
-4
C
-0
.d g n
R/W
NEW
CONSTRUCTION
LIMIT OF
FLOOD SIDELAND SIDE
CONSTRUCTION
LIMIT OF
EXISTING GROUND
VARIES
EL. 53.5'
1V ON 50H
1V ON 5H
R/W
EXISTING
C/L
EXISTING
EL. 49.0'
1V ON 50H
LAND SIDE
EXISTING GROUND
B/L
EXISTING
VARIES
FLOOD SIDE
EXISTING GROUND
SLOPE TO DRAIN
A1
NOT TO SCALE
LEVEE BERM - TYPICAL SECTION
B/L STA. 65+30 TO B/L STA. 68+60
LEVEE BERM - TYPICAL SECTION
B/L STA. 55+30 TO B/L STA. 65+30 AND B/L STA. 68+60 TO B/L STA. 87+40
1V O N 5H
EL. 49.0'
EL. 53.5'
EXISTING GROUND
LIMITS OF FERTILIZING, SEEDING AND MULCHING
LIMITS OF FERTILIZING, SEEDING AND MULCHING
5'
5'
5'
5'
DISTANCE VARIIEIS, SEE SHEET C-01
DISTANCE VARIIEIS, SEE SHEET C-01
SILT FENCE
SILT FENCE
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
4. ALLL DISTURBED AREA SHALL BE FERTILIZED, SEEDED AND MULCH.
3. TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SPECIFICATION 32 92 00.0012.
2. COMPACTED FILL SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATION 31 24 00.0012.
1. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SPECIFICATION 31 11 00.0012.
NOTES:
C/L
EXISTING
B/L
EXISTING
X
SETTLEMENT GAGE
X
SETTLEMENT GAGE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
M a y
A N
S I
D
M
M U
R R
A Y
D H
U E
T E
P W
IL
T
Z
L H
A T
T E
N H
-8 -4
M
IS
S
IS
S
IP
P I
R
IV
E R
A N
D T
R
IB
U T
A R
IE
S
P R
O J E
C T
M
R
T
L O
U
IS
IA
N
A S
T A
T E
P E
N
IT
E N
T
IA
R Y
A N
G O
L A
R
IN
G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
/L S
T A
W E
S T
F E
L
IC
IA
N
A P
A R
IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
M a y
A N
S I
D
M
M U
R R
A Y
D H
U E
T E
P
W
IL
T Z
L H
A T
T E
N H
-8 -4
M
IS
S
IS
S
IP
P I
R
IV
E R
A N
D T
R
IB
U T
A R
IE
S
P R
O J E
C T
M
R
T
L O
U
IS
IA
N
A S
T A
T E
P E
N
IT
E N
T
IA
R Y
A N
G O
L A
R
IN
G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
/L S
T A
W E
S T
F E
L
IC
IA
N
A P
A R
IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
4. DO NOT DISTURB OR DAMAGE C-01.
3. EXCAVATION SHALL BE IN ACCORDANCE WITH SECTION 31 23 00.00 12.
2. SIDE SLOPES OF BORROW PIT SHALL NOT EXCEED 1V ON 3H.
WIDTH AND DEPTH.
NORTH WESTERN CORNER OF THE PIT AND SHALL PROGRESS FULL
1. EXCAVATION WITHIN THE BORROW AREA SHALL BEGIN AT THE MOST
NOTES:
LIMIT OF RIGHT-OF-WAY
L
IM
IT
O
F R
IG
H T -O
F -W
A Y
L
IM
IT
O
F R
IG
H T -O
F -W
A Y
LIMIT OF RIGHT-OF-WAY
NORTH
PLAN
400'0 200'
WEST FELICIANA PARISH, LA
LAND SIDE
FLOOD SIDE
B /L S
T A .7
B /L S
T A .5
B /L S
T A .1
BASELINE
100'
100'
LIMIT OF BORROW
LIMIT OF BORROW
L
IM
IT
O
F B
O R
R O
W
L
IM
IT
O
F B
O R
R O
W
ACCESS ROAD
,1
,0
,1
,0
,0
,0
,0
,0
884,000
886,000
884,000
886,000
'3
'1
' 0
'4
'3
'1
' 0
'4
30°55'45"
30°56' 0"
30°55'45"
30°56' 0"
SCALE: 1" = 200'
C-128-97
ANG-29-97B
C-131-97
ANG-31-97B
C-146-97
ANG-35-97B
C-135-97
ANG-32-97B
C-144-97
C-137-97
ANG-34-97B
ANG-33-97B
C-118-97
ANG-22-97B
B /L S
T A . 4
B /L S
T A . 4
EL. 20.0
EL. 20.0
EL. 20.0
EL. 20.0
BORROW BASELINE
EXISTING R/W
EXISTING R/W
EXISTING R/W
SUGAR LAKE
STATE PENAL FARM
C -0
B
C-03
C
C-01
CG-02CG-03
CG-04
1 : 3
1 : 3
B O
R R
O W
P L
A N
V
IE
W
H -8
-4
C
-0
.d g n
C-03
C-04
B O
R R
O W
A R
E A
T Y
P
IC
A L
S E
C T
IO
N
S
H -8
-4
C
-0
.d g n
FLOOD SIDE
1V ON 3H
1V
ON 3
H
EL. 20.0
BORROW AREA
EXCAVATION
EXISTING GROUND
FLOOD SIDE
BORROW AREA
EXCAVATION
EXISTING GROUND
EL. 20.0
R/W
LIMIT OF
BORROW
LIMIT OF
100'
BORROW
LIMIT OF
R/W
LIMIT OF
100'
FLOOD SIDE FLOOD SIDE
BORROW AREA
EXCAVATION
BORROW AREA
EXCAVATION
1V
ON 3
H1V ON 3H
EL. 20.0
EL. 20.0
EXISTING GROUND
EXISTING GROUND
B
NOT TO SCALE
BORROW - TYPICAL SECTION
C
BORROW - TYPICAL SECTION
R/W
LIMIT OF
R/W
LIMIT OF
BORROW
LIMIT OF
BORROW
LIMIT OF
100' 100'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
M a y
A N
S I
D
M
M U
R R
A Y
D H
U E
T E
P W
IL
T
Z
L H
A T
T E
N H
-8 -4
M
IS
S
IS
S
IP
P I
R
IV
E R
A N
D T
R
IB
U T
A R
IE
S
P R
O J E
C T
M
R
T
L O
U
IS
IA
N
A S
T A
T E
P E
N
IT
E N
T
IA
R Y
A N
G O
L A
R
IN
G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
/L S
T A
W E
S T
F E
L
IC
IA
N
A P
A R
IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
-4
C
-0
.d g n
M
IS
C E
L L
A N
O U
S D
E T
A
IL
S
C-05
1' 4'
20'
BASE BASE BASE
TIMBER MAT TIMBER MAT TIMBER MAT
MAT
TIMBER
TOP
MAT
TIMBER
TOP
MAT
TIMBER
TOP
PROPOSED EGRESS
4. TRUCK WASH DOWN RACK SHALL BE PLACED AT EVERY
INGRESS AND EGRESS OF THE TRUCK WASH-DOWN RACK
3. THE CONTRACTOR SHALL PROVIDE SURFACING MATERIAL FOR
TIMBER MATS AND FOR DRAINAGE SHALL NOT EXCEED 16 INCHES.
2. THE DEPTH OF EXCAVATION FOR THE PLACEMTENT OF THE BASE
1. THE TIMBER MATS SHALL BE SLOPED TO ALLOW FOR DRAINAGE.
NOTES:
1' 4'
20'
AND DRAINAGE EXCAVATION
MAT PLACEMENTAND DRAINAGE EXCAVATION
MAT PLACEMENT
SURFACING MATERIAL
SURFACING MATERIAL
TOGETHER TO FORM A 4' WIDE PANEL)
TIMBERS BOLTED
BASE TIMBER MAT (1'X1'X12'
TO FORM A 4' WIDE PANEL)
TIMBERS BOLTED TOGETHER
TOP TIMBER MAT (1'X1'X12'
SURFACING MATERIAL
SURFACING MATERIAL
10'-0"
SILT FENCE FABRIC
WIDE OR STEEL T-POSTS
POSTS 7' LONG X 3 1/2"
ROUND WOODEN
M
IN
M A
X
TRUCK WASH DOWN RACK - PLAN VIEW
SCALE: NOT TO SCALE
T-1
TRUCK WASH DOWN RACK - PROFILE VIEW
T-2
SILT FENCE FABRIC - DETAIL
F-1
SILT FENCE FABRIC - SECTION
F-2
SILT FENCE FABRIC
EXISTING GRADE
BACKFILL TRENCH TO
TRENCH
6"D X 4"W
VARIES TO BASELINE
OR 2' X 2' X 1 / 8"
PLATE 4' X 4' X 1 / 4"
OR 2' X 2' X 1 / 8"
STEEL PLATE 4' X 4' X 1 / 4"
N.T.S.
TYPICAL GAGE DETAIL
SETTLEMENT MEASUREMENT GAGES
OFFICER.
LEVEE CROWN AT CONTRACTOR'S OPTION WITH THE APPROVAL OF THE CONTRACTING
LOCATION OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY ON THE EXISTING
BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES.
SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE
PLACED AT LESS THAN 100 FOOT INTERVALS, IN WHICH CASE THE
THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE
50 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG
MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF
AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT
AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION
FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH
SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL
TO DRAIN
2% SLOPE
5' 5'
(LOOSE MATERIAL)
7" CRUSHED STONE
GRANULAR MATERIAL,
SURFACING
1V ON 1H TO DRAIN
2% SLOPE
A
ACCESS ROAD SURFACING DETAIL
C/L
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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D B
Y
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Y
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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E A
N S
L A
L
E A
K E
A V
E N
E W
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A N
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G L
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A N
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P A
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C T
B /L
S T
A
T
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/L S
T A
W E
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N
A P
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H
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X X
X X
X X
X X
X X
W
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-2
-B -0
-4
B
-0
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S O
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B
O R
IN
G
L E
G E
N D
B-01
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
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D E
S
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N E
D B
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N N
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M A
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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N S
L A
L
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K E
A V
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G L
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P A
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B /L
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A
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T A
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F E
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N
A P
A R
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H
L
A
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X X
X X
X X
X X
X X
W
P
-2
-B -0
UNIFIED SOIL CLASSIFICATION
DESCRIPTIVE SYMBOLS
NOTES:
SYMBOLS TO LEFT OF BORING
FIGURES TO RIGHT OF BORING
TYPICAL NOTES:
MAJOR DIVISION
C O
A R
S E
G
R A
IN
E
D
S
O
IL
S
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
S A
N D
S G
R A
V E
L S
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n
N o s ie v e s iz e
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n
N o s ie v e s iz e
TYPE
CLEAN
GRAVEL
GRAVEL
(Little or No fines)
(Appreciable Amount of
Fines)
CLEAN
SAND
SANDS
(Little or
No Fines)
(Appreciable Amount of
Fines)
LETTER
SYMBOL
GW
GP
GM
GC
SW
SP
SM
SC
SYM
BOL
TYPICAL NAMES
SILTS AND
SILTS AND
(Liquid Limit
(Liquid Limit
50)
50)
ML
CL
OL
MH
CH
OH
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,gravelly sands
SAND,Poorly-Graded,gravelly sands
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
SHELLS
Pt
Wd
SI
WOOD
SHELLS
NO SAMPLE
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.
F
IN
E
G R
A
IN
E D
S O
IL
S
M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e
0 20 40 60 80 100
COLOR
COLOR SYMBOL
TAN
YELLOW
RED
T
Y
R
BLACK BK
IGr
BROWN
LIGHT BROWN
DARK BROWN dBr
IBr
Br dGr
Gr
GREEN
BLUE
Gn
Bl
BLUE-GREEN
WHITE Wh
MOTTLED Mot
MODIFICATIONS
MODIFICATION SYMBOL
F
M
C
Traces
Fine
Medium
Coarse cc
Rootlets rt
Lignite fragments lg
Shale fragments sh
Sandstone fragments sds
Shell fragments slf
Organic matter O
Clay strata or lenses CS
Silt strata or lenses SIS
Sand strata or lenses SS
Sandy S
Gravelly G
Boulders B
Slickensides SL
Wood Wd
Oxidized Ox
CONSISTENCY
FOR COHESIVE SOILS
CONSISTENCY
COHESION IN LBS./SQ.FT. FROM
UNCONFINED COMPRESSION TEST
SYMBOL
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
250-500
500-1000
2000-4000 vSo
So
M
St vSt
H
Are natural water contents in percent dry weight
Are liquid and plastic limits, respectively
Ground-water surface and date observed
Denotes location of unconsolidated-undrained triaxial compression test
Denotes free water encountered in boring or sample
C
S
R
Q
T
FW
Are values of cohesion in lbs./sq.ft. from unconfined compression tests
** Results of these tests are available for inspection in the U.S. Army Engineer District
HIGHLY ORGANIC SOILS
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY Concretions
CLAYS
CLAYS
10soil is finer, and 90% coarser than D .
WITH FINES
WITH FINES
Office, if these symbols appear beside the boring logs on the drawings.
brGr gyBr gnGr gyGn
BlGn
Tr
NS No Sample Retrieved
0 20 40 60 80 100
L.L.-LIQUID LIMIT
PLASTICITY CHART
"A " L
IN
E
P
I.
P L
A S
T
IC
IT
Y
I N
D E
X
"U
LI
N E
CL-ML
For classification of fine-grained soils in accordance with ASTM D 2487
The D size of a soil is the grain diameter in millimeters of which 10% of the
When underlined denotes D size in mm
Denotes location of consolidation test * *
Denotes location of consolidated-drained direct shear test * *
Denotes location of consolidated-undrained triaxial compression test * * the above three types of shear test * *
Denotes location of sample subjected to consolidation test and each of with a 30'' drop standard split spoon sampler (1 3/8" I.D., 2'' O.D.) and a 140 lb. driving hammer
In parenthesis are driving resistances in blows per foot determined with a
UNDER COLUMNS '' LL'' AND '' PL''
FIGURES TO LEFT OF BORING
centimeters per second of undisturbed sample
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
Where underlined with a dashed line denotes laboratory permeability in
UNDER COLUMN '' W OR D ''
FIGURES TO LEFT OF BORING
and/or a 1 3/8" I.D. Split Spoon Sampler.
b. General type borings are taken with a 1 7/8" I.D. Tube Sampler
a. Undisturbed borings, indicated by the letter "U", are taken with a 5'' I.D. Piston Type Sampler.
4. Unless otherwise noted:
compression tests are shown.
is approximate, except within those vertical reaches of the borings where shear strengths from unconfined
3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and locations or within the vertical reaches of such borings.
available from the boring but does not necessarily mean that ground-water will not be encountered at the on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are
2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings clause entitled ''Differing Site Conditions''.
if encountered, such variations will not be considered as differing materially within the purview of the contract vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and,
1. While the borings are representative of subsurface conditions at their respective locations and for their respective
ML or OL
C L o r
O
C H o r
O
MH or OH
1000-2000
B-02
E
V E
E
B O
R
IN
G L
O G
S
H -8
-4
B
B
-0
.d g n
-10
ANG-5-97
DATED: 08-23-1997
ML
SM
ML
SM
SP
SM
SP
Br
Gr w/G
S,Wd
F
F
W D10LL PL
31.0
33.0
ANG-6-97U
DATED: 09-13-1997
CL
ML
CL
Br
CS
SIS,St,Ox
SIS,vSt
SIS,So
W D10LL PL
18.0
29.0
28.0
27.0
30.0
G.S.E. 49.6
G.S.E. 65.4
E L
E V
A T
IO
N
IN
F E
E T
N
.G .V
.D
E L
E V
A T
E
E T
N
.G .V
.D
Y = 908,351.39
X = 3,201,991.01
Y = 908,428.24
X = 3,201,992.84
ANG-29-97B
09-04-1997
G.S.E. 42.3
CH
Gr
Gr&Br
Gr
M,Ox
St,SL,Ox
St,Ox
M,Rt,Ox
St
So
W D10LL PL
52.0
49.0
52.0
52.0
51.0
49.0
ANG-31-97B
09-05-1997
G.S.E. 42.3
CH
ML
Gr&Br
Gr
SIS,St,Ox
St,Wd,Ox
M,Rt,Wd
St,Rt,Ox
CS
S
W D10PL
35.0
51.0
57.0
23.0
34.0
FW
ANG-22-97B
09-03-1997
G.S.E. 41.1
CH
ML
Gr&Br
Br
Gr
St
W D10LL PL
34.0
34.0
35.0
38.0
38.0
32.0
ANG-32-97B
09-05-1997
G.S.E. 43.5
CH
ML
CL
ML
Gr&Br
Br&Gr
Br
St,Ox
St
CS
S
SIS,M
S
W D10LL PL
38.0
46.0
29.0
35.0
ANG-33-97B
09-05-1997
G.S.E. 38.9
CH
CL
ML
SM
Br
Gr
Gr&Br
Gr
SIS,St
SIS,So
W D10LL PL
34.0
30.0
30.0
ANG-34-97B
09-05-1997
G.S.E. 41.9
CH
ML
Br
Gr&Br
Gr
St,Ox vSt,Wd,Ox
Rt
W D10LL PL
35.0
51.0
37.0
35.0
38.0
36.0
ANG-35-97B
09-06-1997
CH
ML
Gr&Br
Br
Gr
St,Ox
St
CS
S
W D10LL PL
40.0
32.0
32.0
32.0
29.0
APPROXIMATELY 40.0
FW
FW
FW
FW
E L
E V
A T
E
E T
N
.G .V
.D
E L
E V
A T
E
E T
N
.G .V
.D
E L
E V
A T
E
E T
N
.G .V
.D
Y = 884,957.40
X = 3,190,068.03
Y = 884,844.28
X = 3,191,416.74
Y = 884,386.14
X = 3,191,939.66 Y = 884,658.14
X = 3,192,511.59
Y = 884,003.89
X = 3,192,989.66
Y = 884,827.27
X = 3,193,478.83
Y = 883,775.30
X = 3,193,400.71
-10
E L
E V
A T
E
E T
N
.G .V
.D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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E D
B Y
C H
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D B
Y
D R
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N B
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D E
S
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D B
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C O
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N O
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M A
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
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A S
T A
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P E
N
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T
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A N
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G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
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B E
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P R
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A
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T A
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F E
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X X
X X
X X
X X
X X
W
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B-03
E
V E
E
B O
R
IN
G L
O G
S
H -8
-4
B
B
-0
.d g n
Y = 908,354.61
X = 3,203,995.50
Y = 908,353.92
X = 3,203,510.89
Y = 908,355.08
X = 3,203,000.58
Y = 908,437.08
X = 3,202,996.01
Y = 908,553.72
X = 3,202,981.79
Y = 908,355.13
X = 3,202,500.52
Y = 908,495.96
X = 3,201,999.93
Y = 908,366.13
X = 3,201,493.42
Y = 908,362.63
X = 3,201,000.88
Y = 908,507.96
X = 3,200,640.37
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
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N O
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N N
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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E A
N S
L A
L
E A
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A V
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M
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P R
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T
L O
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N
A S
T A
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P E
N
IT
E N
T
IA
R Y
A N
G O
L A
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G L
E V
E E
A N
G O
L A
C A
M P
F S
E E
P A
G E
B E
R M
P R
O J E
C T
B /L
S T
A
T
O B
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T A
W E
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F E
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N
A P
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H
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A
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X X
X X
X X
X X
X X
W
P
-2
-B -0
B-04
B O
R R
O W
A R
E A
B
O R
IN
G
L O
G S
H -8
-4
B
B
-0
.d g n
Y = 884,316.12
X = 3,193,447.41
Y = 884,992.40
X = 3,190,427.30
Y = 884,433.03
X = 3,190,933.22
Y 884,829.99
X = 3,191,963.74
Y = 884,493.49
X = 3,192,974.00
Y = 884,182.20
X = 3,192,536.86
Y = 884,369.72
X = 3,191,384.13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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E D
B Y
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D B
Y
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Y
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S
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D B
Y
C O
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N O
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N D
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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E A
N S
L A
L
E A
K E
A V
E N
E W
O R
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A N
S D
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A R
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C O
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N G
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A M
E
F
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RED RIVER HYDROGRAPH
CARROLLTON GAGE HYDROGRAPH
AVAILABLE FOR THAT TIME PERIOD.
HYDROGRAPH INDICATE THAT NO READING IS
ENGINEER DISTRICT, VICKSBURG. GAPS IN THE STAGE
RIVER STAGES IS AVAILABLE FROM THE U.S. ARMY
HISTORICAL PATTERNS. A MORE COMPLETE HISTORY OF
OF NATURE AND MAY DIFFER DRASTICALLY FROM
WATER STAGES ARE NOT DEPENDENT UPON OCCURENCES
THE SUCCESSFUL OFFEROR UNDERSTANDS THAT FUTURE
AND ARE NOTINTENDED TO PREDICT FUTURE STAGES.
THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY,
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
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D E
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D B
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IC
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A
T
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M A
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T
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N D
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SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
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K E
A V
E N
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L E
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F
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F
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M a y
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P
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P A
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A
T
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T A
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F E
L
IC
IA
N
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H
L
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X X
X X
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CS-10
E
V E
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C R
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S S
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T
IO
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H -8
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C S
C
S -1
.d g n
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
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N E
D B
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C O
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N O
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IC
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N N
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D A
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S I Z
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M A
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D E
S C
R
IP
T
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
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T
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A R
M Y
C O
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IN
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S
F
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E
F
IL
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U M
B E
R
M a y
A N
S I
D
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D H
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P
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P A
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B E
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L
IC
IA
N
A P
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IS
H
L
A
Z X
X X
X X
X X
X X
X X
W
P
-2
-B -0
N G
46.1
-603.0
N G
46.6
-588.5
N G
47.1
-572.4
N G
47.4
-557.4
N G
47.4
-538.5
N G
47.6
-522.7
N G
47.5
-508.1
N G
47.5
-493.9
N G
47.6
-478.9
N G
47.7
-462.9
N G
47.6
-448.3
N G
47.7
-432.3
N G
47.9
-419.1
N G
47.9
-404.6
N G
48.0
-388.1
N G
48.5
-372.0
N G
48.6
-356.1
N G
49.2
-341.4
N G
49.4
-327.0
N G
49.5
-312.4
N G
49.6
-297.0
N G
50.2
-281.8
S L
P
50.7
-277.3
S L
P
51.8
-271.1
N G
52.7
-264.6
T B
53.1
-259.6
N G
53.4
-246.7
N G
53.5
-230.2
N G
53.8
-214.0
N G
54.1
-197.3
N G
54.1
-182.4
N G
54.3
-166.9
N G
54.8
-151.6
N G
54.9
-136.5
N G
54.9
-121.3
N G
55.2
-106.4
N G
55.5
-91.7
P S
T
56.1
-79.9
S L
P
56.7
-72.7
S L
P
58.9
-58.0
S L
P
61.3
-46.2
S L
P
63.7
-33.9
S L
P
66.7
-22.0
S L
P
70.3
-10.3
S L
P
72.4
-2.0
P S
C
73.1
1.6
E A
R
73.4
5.7
C L
73.4
9.5
E A
R
73.4
16.9
F S
73.0
20.9
S L
P
72.1
25.6
S L
P
69.2
37.5
S L
P
65.9
48.7
S L
P
62.8
61.5
S L
P
59.7
74.0
S L
P
57.0
84.9
F S
56.2
91.2
N G
56.1
102.6
W L
55.8
114.0
N G
56.0
126.9
N G
56.6
139.0
N G
57.0
151.1
N G
57.8
163.6
N G
58.0
176.6
N G
58.2
186.7
N G
58.9
200.8
N G
58.9
212.6
T B
59.0
217.8
56+00.00
.0
.0
N G
45.5
-602.1
N G
45.4
-590.8
N G
45.6
-578.8
N G
45.5
-564.8
N G
45.1
-551.7
N G
45.1
-539.0
N G
45.0
-523.7
N G
45.0
-509.6
N G
45.6
-494.1
N G
45.9
-481.0
N G
45.9
-466.3
N G
46.6
-449.0
N G
47.0
-437.6
N G
47.1
-424.1
N G
47.1
-411.7
N G
47.0
-396.7
N G
46.8
-381.1
N G
46.9
-367.4
N G
46.9
-353.1
N G
47.2
-337.9
N G
47.4
-323.1
N G
47.8
-308.4
N G
48.2
-293.4
S L
P
49.5
-282.4
S L
P
52.0
-270.4
N G
52.3
-265.1
T B
53.2
-259.2
N G
53.6
-253.9 N
G
53.8
-240.6
N G
53.9
-225.7
N G
54.1
-211.1
N G
54.3
-196.4
N G
54.4
-182.2
N G
54.7
-166.8
N G
54.8
-150.8
N G
54.9
-135.4
N G
55.1
-120.4
N G
55.4
-104.1
N G
55.4
-89.4
P S
T
56.0
-77.8
S L
P
57.3
-66.9
S L
P
59.7
-54.1
S L
P
61.8
-41.4
S L
P
65.1
-27.7
S L
P
68.7
-16.8
S L
P
71.9
-5.3
P S
C
73.1
.5
E A
R
73.4
5.9
C L
73.5
10.2
E A
R
73.4
17.0
F S
73.0
20.9
S L
P
72.1
24.3
S L
P
70.2
31.7
S L
P
67.3
43.0
S L
P
64.1
54.3
S L
P
61.4
66.2
S L
P
58.8
77.6
F S
57.1
89.7
N G
56.8
100.1
N G
56.7
108.7
N G
56.5
121.5
W L
56.6
132.4
N G
56.7
145.4
N G
57.2
157.4
N G
58.5
169.3
N G
58.5
179.2
N G
58.6
183.9
N G
58.9
191.9
N G
58.8
203.3
T B
58.9
214.8
57+00.00
.0
.0
N G
45.7
-602.9
N G
45.8
-589.1
N G
45.7
-577.1
N G
45.9
-563.2
N G
46.3
-549.0
N G
46.1
-535.5
N G
46.1
-521.7
N G
46.1
-508.8
N G
45.7
-496.2
N G
45.8
-483.8
N G
45.7
-470.6
N G
45.7
-456.7
N G
45.3
-443.5
N G
45.2
-431.7
N G
45.4
-420.1
N G
45.3
-410.9
N G
45.3
-396.4
N G
45.2
-383.1
N G
45.6
-369.3
N G
45.8
-356.0
N G
45.9
-342.1
N G
46.0
-328.7
N G
46.5
-313.7
N G
47.0
-299.3
T B
47.5
-291.4
S L
P
49.4
-280.7
S L
P
51.6
-272.6
B W
52.3
-265.8
T P
53.5
-260.0
N G
54.0
-253.1
N G
54.1
-240.6
N G
54.3
-228.4
N G
54.4
-216.3
N G
54.3
-201.9
N G
54.6
-188.6
N G
54.4
-172.4
N G
54.6
-156.5
N G
55.0
-141.8
N G
55.3
-125.2
N G
55.8
-109.0
N G
55.9
-94.5
P S
T
56.4
-80.6
S L
P
57.4
-69.5
S L
P
59.5
-56.9
S L
P
61.1
-44.9
S L
P
63.3
-33.6
S L
P
67.0
-21.7
S L
P
70.3
-10.3
S L
P
72.1
-2.2
P S
C
73.0
2.1
E A
R
73.3
6.5
C L
73.3
10.8
E A
R
73.3
17.1
F S
73.1
19.5
S L
P
72.3
24.0
S L
P
69.8
33.6
S L
P
66.8
44.9
S L
P
63.8
56.8
S L
P
61.0
68.1
S L
P
58.1
79.9
F S
56.7
90.4
N G
56.3
99.6
N G
56.7
141.7
N G
57.2
154.5
N G
57.6
167.6
N G
58.1
181.4
N G
58.5
195.9
N G
59.3
203.1
T B
58.9
209.7
58+00.00
.0
.0
R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
NEW
R/W
NEW
R/W
NEW
N G
V D
N G
V D
N G
V D
N G
46.5
-600.4
N G
46.2
-586.9
N G
46.1
-573.0
N G
46.0
-556.5
N G
45.9
-541.1
N G
45.5
-525.8
N G
46.0
-512.3
N G
46.0
-499.1
N G
46.0
-486.9
N G
45.8
-472.8
N G
45.9
-457.4
N G
45.8
-445.2
N G
46.0
-428.5
N G
45.9
-414.2
N G
46.2
-395.5
N G
46.0
-383.1
N G
45.9
-369.3
N G
46.0
-354.6
N G
45.8
-338.6
N G
45.7
-323.1
N G
46.1
-307.6
N G
46.5
-294.4
S L
P
48.5
-285.3
S L
P
51.5
-272.5
N G
52.2
-266.6
T B
53.4
-261.4
N G
53.8
-254.4
N G
54.2
-240.8
N G
54.3
-225.1
N G
54.5
-209.8
N G
54.4
-193.7
N G
54.7
-177.8
N G
54.5
-162.6
N G
54.7
-148.0
N G
55.0
-133.8
N G
55.4
-118.0
N G
55.9
-103.7
N G
56.3
-88.9
P S
T
56.6
-79.8
S L
P
57.6
-67.3
S L
P
59.3
-57.6
S L
P
61.4
-45.8
S L
P
63.4
-35.5
S L
P
66.6
-24.5
S L
P
70.0
-13.4
S L
P
72.8
-2.3
P S
C
73.3
2.4
E A
R
73.4
6.5
C L
73.3
10.0
E A
R
73.3
17.0
F S
73.0
20.3
S L
P
71.2
28.2
S L
P
69.0
37.3
S L
P
66.4
46.8
S L
P
63.4
59.1
S L
P
61.0
69.6
S L
P
58.1
81.1
F S
56.5
91.9
N G
56.2
103.8
N G
55.9
116.5
N G
55.5
127.7
N G
55.8
140.6
N G
56.5
154.7
N G
56.8
170.5
N G
57.3
183.0
N G
59.5
192.9
T B
58.3
204.7
59+00.00
.0
.0
R/W
LIMIT OF
R/W
NEW
N G
V D
LAND SIDE FLOOD SIDE
WATER'S EDGEWE
TOP OF BANKTBSOUNDINGSND
PROTECTED SIDE CROWNPSCPROTECTED SIDE TOEPST
NATURAL GROUNDNGFLOOD SIDEFS
EDGE OF ROADEARCENTERLINECL
ABBREVIATIONS:
B/L
B/L
B/L
CS-11
E
V E
E
C R
O S
S S
E C
T
IO
N S
H -8
-4
C S
C
S -1
.d g n
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
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N E
D B
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C O
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R A
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N O
S O
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A
T
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N N
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D A
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S I Z
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M A
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D E
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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E A
N S
L A
L
E A
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A V
E N
E W
O R
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A N
S D
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A R
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C O
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S O
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F
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A M
E
F
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U M
B E
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M a y
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D H
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T Z
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G L
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A N
G O
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P A
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L
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A P
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H
L
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R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
NEW
R/W
NEW
N G
R/W
NEW
R/W
NEW
N G
47.2
-601.4
N G
47.4
-588.4
N G
47.5
-577.7
N G
47.4
-564.1
N G
47.0
-552.1
N G
47.0
-537.8
N G
46.7
-522.9
N G
46.7
-509.7
N G
46.3
-494.3
N G
46.5
-476.9
N G
46.3
-461.9
N G
46.4
-447.1
N G
46.4
-430.5
N G
46.2
-415.1
N G
46.3
-401.5
N G
46.4
-388.2
N G
46.2
-373.9
N G
46.1
-359.4
N G
46.3
-344.2
N G
46.3
-329.4
N G
46.4
-315.4
N G
46.8
-302.7
N G
46.8
-294.4
S L
P
48.2
-287.4
S L
P
50.4
-278.9
N G
52.4
-267.4
T B
53.2
-261.7
N G
53.7
-247.2
N G
54.1
-233.7
N G
54.3
-218.4
N G
54.3
-202.0
N G
54.3
-186.6
N G
54.3
-173.0
N G
54.7
-157.8
N G
54.8
-143.9
N G
55.2
-130.1
N G
55.7
-115.8
N G
56.1
-102.6
N G
56.1
-90.2
P S
T
56.2
-82.0
S L
P
57.0
-70.1
S L
P
59.5
-55.4
S L
P
61.9
-43.5
S L
P
64.2
-32.2
S L
P
66.9
-21.6
S L
P
69.4
-13.4
S L
P
71.4
-4.4
P S
C
73.0
2.7
E A
R
73.2
7.4
C L
73.2
11.0
E A
R
73.0
17.7
F S
72.9
19.9
S L
P
71.2
28.1
S L
P
69.0
38.6
S L
P
66.5
48.1
S L
P
64.3
57.6
S L
P
61.7
66.5
S L
P
58.0
79.2
F S
56.0
90.1
N G
55.9
100.7
N G
55.6
115.6
N G
55.5
129.1
N G
56.0
139.2
N G
56.0
151.3
N G
56.6
164.0
N G
56.9
176.8
N G
58.4
191.5
T B
58.5
203.6
60+00.00
.0
.0
N G
47.3
-604.7
N G
46.9
-590.9
N G
46.7
-574.9
N G
46.6
-558.8
N G
46.3
-542.5
N G
46.1
-527.4
N G
46.4
-511.0
N G
46.7
-494.8
N G
46.6
-480.2
N G
47.0
-464.7
N G
47.1
-449.0
N G
47.1
-432.4
N G
46.9
-419.1
N G
47.0
-404.0
N G
46.8
-389.5
N G
46.9
-372.9
N G
46.8
-358.1
N G
47.1
-341.5
N G
46.8
-326.7
N G
47.1
-310.4
N G
47.7
-295.0
S L
P
49.5
-284.3
S L
P
51.8
-274.2
N G
52.4
-267.8
T B
53.0
-263.4
N G
53.3
-258.9
N G
53.6
-247.7
N G
53.8
-233.1
N G
54.0
-216.2
N G
54.0
-200.8
N G
54.5
-184.6
N G
54.5
-169.4
N G
54.7
-154.4
N G
54.8
-138.7
N G
55.3
-122.3
N G
55.5
-107.1
N G
55.8
-90.4
P S
T
56.6
-74.9
S L
P
58.1
-62.6
S L
P
60.8
-49.2
S L
P
63.6
-34.0
S L
P
67.4
-21.1
S L
P
70.6
-9.4
P S
C
72.9
2.0
E A
R
73.1
6.5
C L
73.1
10.2
E A
R
73.0
17.9
F S
72.7
20.5
S L
P
70.5
29.6
S L
P
68.2
40.7
S L
P
65.6
51.3
S L
P
63.0
62.0
S L
P
60.1
72.3
S L
P
57.3
82.7
F S
56.0
91.9
N G
55.8
100.0
N G
55.8
114.6
N G
55.7
128.8
N G
56.0
140.5
N G
56.2
154.4
N G
57.0
170.6
N G
57.6
186.0
N G
58.2
200.3
T B
58.2
210.1
61+00.00
.0
.0
N G
50.0
-615.4
N G
49.8
-599.2
N G
49.6
-585.6
N G
49.3
-571.0
N G
48.8
-556.4
N G
48.4
-542.4
N G
48.3
-527.5
N G
47.7
-512.9
N G
47.5
-496.2
N G
47.3
-479.5
N G
47.0
-463.7
N G
46.5
-445.0
N G
46.5
-429.3
N G
46.6
-412.5
N G
46.6
-397.2
N G
46.9
-381.2
N G
47.3
-363.2
N G
47.4
-346.0
N G
47.9
-331.3
N G
47.7
-314.9
N G
48.3
-304.1
N G
48.4
-296.3
S L
P
50.4
-283.5
S L
P
52.0
-273.6
N G
53.1
-268.1
T B
53.3
-264.1
N G
53.6
-249.3
N G
53.9
-233.6
N G
54.0
-221.5
N G
54.2
-207.9
N G
54.3
-192.6
N G
54.5
-176.8
N G
54.8
-161.3
N G
55.1
-145.3
N G
55.1
-128.2
N G
55.5
-112.3
N G
55.8
-97.3
N G
56.0
-85.6
P S
T
56.2
-80.4
S L
P
57.4
-65.0
S L
P
59.9
-52.1
S L
P
62.5
-38.6
S L
P
65.7
-25.6
S L
P
69.4
-14.0
S L
P
72.2
-2.7
P S
C
72.9
2.7
E A
R
73.0
6.3
C L
73.0
10.5
E A
R
72.9
19.6
F S
72.6
21.6
S L
P
70.6
30.6
S L
P
67.6
41.9
S L
P
64.4
53.8
S L
P
61.4
66.6
S L
P
58.1
78.0
F S
55.9
89.2
N G
55.5
103.3
N G
55.7
111.2
N G
56.4
137.0
N G
56.3
152.1
N G
57.0
165.6
N G
57.4
179.6
N G
57.6
194.6
N G
58.0
207.2
T B
58.0
215.3
62+00.00
.0
.0
N G
49.9
-605.8
N G
50.0
-596.4
N G
50.0
-580.0
N G
49.9
-561.7
N G
49.7
-544.1 N
G
49.7
-527.9
N G
49.6
-509.7
N G
49.7
-493.8
N G
49.3
-478.7
N G
49.3
-463.1
N G
49.0
-448.2
N G
48.4
-430.5
N G
47.9
-414.4
N G
47.9
-399.1
N G
47.6
-384.6
N G
47.2
-370.1
N G
47.0
-354.7
N G
47.1
-337.7
N G
47.3
-323.2
N G
47.4
-308.2
N G
48.3
-294.0
S L
P
50.0
-285.6
S L
P
52.3
-275.0
N G
52.9
-268.6
T B
53.4
-265.2
N G
53.6
-261.8
N G
53.9
-249.2
N G
54.2
-234.2
N G
54.3
-220.0
N G
54.4
-206.1
N G
54.6
-189.1
N G
54.8
-172.1
N G
55.2
-154.9
N G
55.5
-140.9
N G
55.8
-125.8
N G
56.4
-109.0
N G
56.8
-93.5
P S
T
56.9
-80.4
S L
P
57.5
-69.1
S L
P
59.6
-55.5
S L
P
62.2
-42.0
S L
P
65.1
-29.2
S L
P
68.8
-18.6
S L
P
70.7
-11.0
P S
C
73.0
.9
E A
R
73.2
6.0
C L
73.2
10.3
E A
R
73.2
17.1
F S
72.9
20.9
S L
P
71.2
28.6
S L
P
67.9
40.0
S L
P
64.5
52.6
S L
P
61.1
66.5
S L
P
57.5
79.1
F S
56.2
88.1
N G
56.5
97.0
N G
56.6
109.1
N G
57.0
121.0
N G
57.3
134.7
N G
57.5
148.7
N G
57.8
163.4
N G
58.0
178.1
N G
58.2
192.9
T B
58.4
208.4
63+00.00
.0
.0
N G
V D
N G
V D
N G
V D
N G
V D
LAND SIDE FLOOD SIDE
B/L
B/L
CS-12
E
V E
E
C R
O S
S S
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T
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N S
H -8
-4
C S
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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D B
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SHEET ID
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US Army Corps
N E
W O
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E A
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L A
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A V
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R/W
EXISTING
R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
NEW
R/W
NEW
R/W
EXISTING
N G
48.1
-607.7
N G
48.3
-596.4
N G
48.8
-581.2
N G
49.3
-566.6
N G
49.8
-551.6
N G
50.3
-537.0
N G
50.6
-522.4
N G
50.5
-505.9
N G
50.6
-490.5
N G
50.5
-475.0
N G
50.5
-459.3
N G
50.7
-442.4
N G
50.4
-426.5
N G
50.2
-412.2
N G
50.2
-397.1
N G
49.4
-381.7
N G
48.9
-365.1
N G
48.6
-349.4
N G
48.6
-334.1
N G
48.3
-318.2
N G
48.0
-303.4
N G
48.4
-294.0
S L
P
49.9
-284.0
S L
P
51.9
-274.9
N G
52.7
-269.3
T B
53.3
-265.5
N G
53.8
-248.7
N G
54.3
-234.1
N G
54.4
-218.2
N G
54.5
-203.6
N G
54.6
-188.1
N G
54.8
-173.4
N G
55.1
-159.1
N G
55.4
-144.6
N G
55.8
-130.3
N G
56.2
-116.5 N
G
56.7
-102.3
N G
57.1
-87.6
P S
T
57.3
-81.2
S L
P
58.0
-66.1
S L
P
59.9
-52.2
S L
P
62.5
-39.6
S L
P
65.8
-27.1
S L
P
69.6
-14.7
S L
P
71.9
-4.7
P S
C
73.1
1.2
E A
R
73.4
6.1
C L
73.3
11.0
E A
R
73.2
17.9
F S
73.0
21.3
S L
P
70.6
32.1
S L
P
67.1
44.2
S L
P
64.0
55.1
S L
P
60.8
67.7
S L
P
58.0
79.1
F S
56.1
88.8
N G
55.8
103.1
N G
56.0
112.6
N G
56.2
124.7
N G
56.3
137.1
N G
56.3
149.8
N G
56.7
164.0
N G
57.5
178.1
N G
58.0
192.5
T B
57.5
199.0
S L
P
55.1
203.5
64+00.00
.0
.0
N G
46.5
-608.0
N G
46.9
-594.0
N G
46.9
-580.0
N G
47.1
-562.4
N G
47.4
-545.4
N G
47.4
-529.2
N G
47.5
-513.0
N G
48.3
-496.1
N G
48.8
-479.6
N G
49.1
-463.9
N G
49.6
-446.2
N G
50.0
-430.5
N G
50.2
-413.8
N G
50.5
-398.8
N G
50.5
-379.3
N G
50.5
-364.9
N G
50.3
-350.1
N G
50.4
-335.4
N G
50.4
-318.5
N G
50.0
-302.3
N G
51.0
-285.6
S L
P
52.1
-279.1
B W
53.0
-270.0
T B
53.5
-265.9
N G
53.9
-249.9
N G
54.2
-235.9
N G
54.2
-222.0
N G
54.5
-208.9
N G
54.7
-194.5
N G
54.5
-180.2
N G
55.2
-165.7
N G
55.4
-151.7
N G
55.7
-137.5
N G
55.8
-122.7
N G
56.2
-108.6
N G
56.6
-95.4
N G
57.0
-81.8
P S
T
57.4
-72.9
S L
P
58.4
-61.9
S L
P
60.7
-48.3
S L
P
63.7
-35.0
S L
P
67.3
-22.2
S L
P
70.8
-10.7
S L
P
72.4
-2.9
P S
C
73.1
1.8
E A
R
73.2
6.0
C L
73.2
9.4
E A
R
73.2
17.1
F S
73.0
20.9
S L
P
70.5
31.4
S L
P
67.4
42.6
S L
P
64.0
55.2
S L
P
60.4
67.3
S L
P
57.7
78.4
F S
55.7
88.3
N G
55.5
102.9
N G
55.8
117.4
N G
55.6
131.0
N G
56.0
145.1
N G
56.2
158.0
N G
57.0
171.3
N G
57.8
183.5
T B
58.2
194.7
S L
P
55.3
202.2
65+00.00
.0
.0
N G
48.7
-611.5
N G
48.4
-600.1
N G
48.1
-585.6
N G
47.9
-569.9
N G
47.5
-555.7
N G
47.5
-540.1
N G
47.3
-526.5
N G
47.2
-507.8
T B
47.0
-503.2
W E
45.4
-486.7
B O
T
44.9
-475.8
B O
T
44.5
-466.3
B O
T
43.3
-457.3
B O
T
42.4
-450.6
B O
T
42.3
-442.2
B O
T
42.1
-435.4
B O
T
42.1
-426.9
B O
T
42.2
-414.4
B O
T
42.2
-406.1
B O
T
42.9
-401.5
B O
T 41.6
-393.3
B O
T 42.1
-385.2 B
O T
42.8
-377.5
B O
T
42.3
-366.8
B O
T
43.0
-359.8
B O
T
42.9
-352.3
B O
T
42.7
-342.5
B O
T
43.2
-334.4
B O
T
43.4
-325.9
B O
T
44.0
-315.9
B O
T
44.7
-306.4
W E
45.1
-301.8
T B
49.2
-286.1
T B
50.4
-282.3
S L
P
51.5
-277.9
N G
52.5
-270.8
T B
53.2
-266.6
N G
53.7
-259.4
N G
54.0
-247.2
N G
54.3
-231.5
N G
54.5
-216.4
N G
54.9
-200.3
N G
54.9
-186.4
N G
55.3
-171.7
N G
55.5
-157.4
N G
55.8
-143.7
N G
56.1
-129.1
N G
56.4
-114.6
N G
56.8
-99.4
N G
56.7
-83.1
P S
T
57.4
-66.3
S L
P
58.8
-56.0
S L
P
61.4
-43.6
S L
P
64.6
-31.5
S L
P
67.9
-21.0
S L
P
71.1
-9.9
P S
C
73.2
1.4
E A
R
73.3
5.7
C L
73.2
8.8
E A
R
73.2
17.5
F S
72.9
19.5
S L
P
72.0
24.9
S L
P
70.2
32.9
S L
P
67.3
43.5
S L
P
64.6
53.2
S L
P
62.2
62.8
S L
P
59.5
72.4
S L
P
57.0
81.3
F S
55.8
90.7
N G
55.3
102.8
N G
55.3
116.8
N G
55.8
133.0
N G
55.9
149.4
N G
56.4
166.7
N G
57.4
182.3
N G
57.7
199.9
T B
58.2
205.5
66+00.00
.0
.0
N G
47.9
-611.3
N G
48.5
-594.7
N G
49.0
-577.8
N G
49.2
-561.3
N G
49.5
-544.2 N
G
49.8
-530.7
N G
50.0
-516.2
N G
49.8
-499.9
N G
49.3
-485.0
N G
49.1
-479.9
T B
48.7
-475.6
W E
45.3
-463.0
B O
T
43.9
-456.6
B O
T
42.0
-447.9
B O
T
41.1
-444.0
B O
T
41.4
-432.9
B O
T
41.5
-428.7
B O
T
41.4
-421.6
B O
T
41.4
-414.9
B O
T
41.5
-406.6
B O
T
41.8
-401.9
B O
T
41.5
-393.5
B O
T
41.9
-385.9
B O
T
42.1
-378.2
B O
T
42.2
-371.6
B O
T
42.6
-363.5
B O
T
42.8
-356.6
B O
T
42.9
-347.5
B O
T
43.1
-338.3
B O
T
43.4
-332.2
B O
T
43.8
-326.4
B O
T
43.4
-320.9
B O
T
44.1
-312.0
W E
45.1
-300.0
N G
49.0
-285.6
N G
49.4
-283.3
S L
P
50.9
-278.0
N G
52.2
-270.5
T B
52.9
-263.8
N G
53.5
-248.2
N G
54.0
-232.4
N G
54.3
-216.3
N G
54.8
-199.9
N G
55.0
-183.7
N G
55.4
-166.9
N G
55.6
-150.6
N G
55.9
-133.4
N G
56.2
-116.9
N G
56.5
-100.3
N G
56.7
-83.0
P S
T
57.5
-67.1
S L
P
59.4
-54.4
S L
P
61.7
-43.9
S L
P
64.1
-33.9
S L
P
66.8
-23.9
S L
P
69.7
-13.8
S L
P
71.8
-3.4
P S
C
72.9
2.3
E A
R
73.1
6.3
C L
73.1
9.4
E A
R
73.1
17.8
F S
72.9
20.9
S L
P
72.3
23.6
S L
P
70.2
32.3
S L
P
67.9
41.3
S L
P
65.5
50.6
S L
P
63.0
60.5
S L
P
60.2
70.0
S L
P
57.8
78.8
F S
56.2
86.3
N G
55.4
96.2
N G
55.3
103.7
N G
55.7
142.8
N G
55.9
159.8
N G
56.6
176.0
N G
57.7
192.1
N G
57.1
200.3
T B
58.0
207.5
67+00.00
.0
.0
N G
V D
N G
V D
N G
V D
N G
V D
R/W
LIMIT OF
LAND SIDE FLOOD SIDE
B/L
B/L
CS-13
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V E
E
C R
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S S
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T
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N S
H -8
-4
C S
C
S -1
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B M
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D B
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D R
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S I Z
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US Army Corps
N E
W O
R L
E A
N S
L A
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K E
A V
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O R
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S D
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S
IS
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P I
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IV
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A N
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IB
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S
P R
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IA
N
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T A
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T
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G O
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G L
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G O
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C A
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P A
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B E
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B /L
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A
T
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IC
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N
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H
L
A
Z X
X X
X X
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X X
X X
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P
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R/W
NEW
R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
LIMIT OF
R/W
NEW
R/W
EXISTING
R/W
NEW
N G
47.7
-610.7
N G
48.5
-595.4
N G
49.0
-579.7
N G
49.5
-563.7
N G
49.2
-548.3
N G
49.2
-532.1
N G
49.0
-516.7
N G
48.6
-501.0
N G
48.6
-484.0
T B
48.2
-479.3
W E
45.3
-470.1
B O
T
44.2
-466.0
B O
T
42.1
-458.9
B O
T
41.1
-448.4
B O
T
41.2
-432.7
B O
T
41.2
-429.4
B O
T
41.5
-422.9
B O
T
42.0
-416.0
B O
T
41.9
-408.3
B O
T
41.9
-401.1
B O
T
42.1
-394.1
B O
T
42.2
-386.7
B O
T
42.2
-378.8
B O
T
42.2
-371.4
B O
T
42.3
-365.0
B O
T
42.6
-356.6
B O
T
42.8
-352.3
B O
T
42.7
-347.7
B O
T
43.0
-341.1
B O
T
43.1
-336.1
B O
T
43.6
-328.9
B O
T
43.3
-321.5
B O
T
43.6
-314.3
B O
T
44.2
-307.2
W E
45.2
-300.6
S L
P
49.4
-281.3
S L
P
49.6
-281.0
S L
P
50.4
-278.2
N G
51.2
-271.0
T B
52.6
-264.9
N G
53.4
-247.3
N G
53.7
-229.7
N G
54.2
-212.1
N G
54.4
-195.2
N G
54.6
-177.6
N G
55.2
-160.0
N G
55.7
-142.2
N G
56.1
-124.7
N G
56.4
-108.1
N G
56.9
-91.4
N G
57.2
-76.6
P S
T
58.2
-64.6
S L
P
59.2
-57.4
S L
P
61.0
-47.2
S L
P
63.1
-38.3
S L
P
65.0
-29.6
S L
P
67.6
-21.3
S L
P
69.6
-13.9
S L
P
71.8
-4.3
P S
C
72.8
.9
E A
R
73.1
6.4
C L
73.2
9.2
E A
R
73.1
17.2
F S
72.3
24.0
S L
P
71.2
29.8
S L
P
69.2
37.8
S L
P
66.6
47.1
S L
P
63.8
58.0
S L
P
61.0
67.7
S L
P
58.3
76.5
F S
56.0
86.4
N G
55.8
90.8
N G
55.5
106.6
N G
55.1
122.6
N G
55.3
138.7
N G
55.7
154.6
N G
56.1
170.8
N G
57.2
186.8
N G
57.7
200.5
T B
57.3
205.1
68+00.00
.0
.0
N G
45.3
-613.5
N G
45.8
-597.2
N G
46.4
-582.8
N G
46.8
-567.5
N G
47.5
-552.3
N G
47.9
-537.0
N G
48.1
-521.7
N G
48.2
-507.0
N G
48.0
-492.1
N G
47.7
-476.3
N G
47.3
-460.5
N G
46.9
-445.4
N G
47.3
-429.8
N G
47.9
-416.1
N G
47.6
-401.0
N G
48.2
-385.8
N G
48.6
-370.5
N G
48.8
-355.3
N G
49.3
-340.4
N G
49.6
-325.9
N G
49.9
-310.0
N G
50.3
-297.2
N G
50.1
-292.6
S L
P
50.8
-283.0
S L
P
51.8
-275.0
N G
52.5
-271.3
T B
52.9
-266.4 N
G
53.4
-251.0 N
G
53.7
-237.3
N G
53.8
-223.5
N G
54.2
-209.6
N G
54.8
-194.9
N G
55.2
-181.0
N G
55.7
-166.3
N G
56.2
-153.3
N G
56.4
-138.8
N G
56.7
-122.8
N G
57.0
-108.4
N G
57.4
-93.9
N G
57.6
-78.6
P S
T
58.3
-66.9
S L
P
60.3
-53.2
S L
P
63.1
-39.9
S L
P
66.1
-26.4
S L
P
69.5
-14.6
S L
P
72.0
-3.2
P S
C
73.0
2.4
E A
R
73.2
6.1
C L
73.2
10.4
E A
R
73.2
18.9
F S
72.8
21.7
S L
P
70.9
29.2
S L
P
68.7
37.6
S L
P
66.7
45.9
S L
P
64.6
53.6
S L
P
62.3
62.4
S L
P
59.9
71.5
S L
P
57.4
80.2
F S
56.2
85.3
N G
55.3
100.9
N G
55.4
117.9
N G
55.9
136.4
N G
56.7
152.1
N G
57.1
167.9
N G
57.3
183.6
N G
57.6
198.2
T B
57.5
200.0
69+00.00
.0
.0
N G
45.1
-610.8
N G
45.1
-596.6
N G
45.1
-582.8
N G
44.9
-569.4
N G
45.1
-555.4
N G
44.9
-540.5
N G
44.9
-524.9
N G
44.9
-509.8
N G
44.6
-494.2
N G
44.9
-479.4
N G
44.7
-464.9
N G
44.9
-451.8
N G
45.0
-439.4
N G
45.4
-425.3
N G
45.8
-410.3
N G
46.0
-395.5 N
G
46.0
-380.7
N G
45.8
-366.0
N G
4…
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