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ISSUE DATE:
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SCALE: 1" = 2000' 0 4000'2000'
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SCALE: NTS
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ARTICULATED CONCRETE
MATTRESS
ASPHALT
PAVING
PEAKED STONE
+6 LWRP
+17 LWRP
survey aug. 1995 survey aug. 1995
CONSTRUCT 5 FT CROWN WIDTH
LIMITS OF STONE DIKE CONSTRUCTION
20' OFFSET OF ORIGINAL STRUCTURE AZIMUTH LINE TRANS.
AZIMUTH LINE
STRUCTURE
OF ORGINAL
25' OFFSET
TRANS. STRUCTURE AZIMUTH LINE
20' OFFSET OF ORIGINAL
LIMITS OF STONE DIKE CONSTRUCTION
15' OFFSET OF ORIGINAL STRUCTURE AZIMUTH LINE
100' AZIMUTH LINE
STRUCTURE
ORIGINAL
S O
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120120
120120
-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00
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N A
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STATION
LWRP = 87LWRP = 87
+10 LWRP +10 LWRP
L
ALONG S.A.L.
EXISTING GROUND
ALONG C OF DIKE
EXISTING GROUND
E L E
V .4
S T
A .5
E L E
V .0
S T
A .0
S T
A .7
E L E
V .0
TIE TO GROUND
SLOPE = 1V:10H
STRUCTURAL AZIMUTH LINE
315°55'50.89"
-1
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-501 FOR TYPICAL DETAILS.5.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SRUVEY CONDITIONS DATED SEPTEMBER 2015.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:22 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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AS ADVERTISE
WARFIELD PT. DIKE 1L - RM 535.3-L - PLAN
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E=2048541.54
N=1396571.25
ELE. 128.653
STA. 1+00
IP DIKE-1
E=2048680.75
N=1396427.49
ELE. 128.210
STA. -1+00
IP DIKE-1
E=2048611.00
N=1396499.49
ELE. 129.838
STA. 0+00
IP DIKE-1
E=2047996.98
N=1397169.75
BEGIN DIKE CONSTRUCTION
E=2046671.13
N=1398532.23
END DIKE CONSTRUCTION
F L
O W
M
IS
S
IS
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P I
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90 90
60 60
50 50
60 60
0 60
90909090
90 90
90 90
90 90 90 90 original POST-construction original pre-construction
CONCRETE MATTRESS
survey OCT. 1994
+7 LWRP
ORIGINAL ARTICULATED CONCRETE MATTRESS
5' TO 8' CROWN WIDTH
+7 LWRP
ASPHALT
PAVING 0
+14 LWRP
survey SEPT. 1993
CONSTRUCT 5 FT CROWN WIDTH CONSTRUCT 5 FT CROWN WIDTH
LIMITS OF STONE DIKE CONSTRUCTION
15' OFFSET OF ORIGINAL STRUCTURE AZIMUTH LINE 100' AZIMUTH LINE
STRUCTURE
ORIGINAL
S O
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SLOPE = 1V:2H
LWRP = 87 LWRP = 87
+13 LWRP +13 LWRP
+13 LWRP
ALONG C OF DIKE
EXISTING GROUND
L
120120
120120
-4+00-3+00-2+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+00
E L E
V A
T
IO
N I
N F
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T
N A
V D
STATION
+6 LWRP
ALONG S.A.L.
EXISTING GROUND
+6 LWRP
+13 LWRP
E L E
V .1
.0
E L E
V .1
.0
S T
A .1
.2
E L E
V .1
.0
S T
A .1
.5
E L E
V .1
.0
S T
A .2
.6
E L E
V .7
.9
S T
A .2
.3
E L E
V .1
.0
S T
A .2
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
TIE TO GROUND
SLOPE = 1V:10H
S T
A .2
E L E
V .3
S T
A .5
E L E
V .3
S T
A .1
.4
-3
-2
-1
-3
STRUCTURAL AZIMUTH LINE
312°28'32.75"
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-501 FOR TYPICAL DETAILS.5.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SRUVEY CONDITIONS DATED SEPTEMBER 2015.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DEGRADED SECTION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:30 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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SCALE: 1" = 200' 400'0 200'
AS ADVERTISE
ISLAND 84 DIKE 2U - RM 534.9-L - PLAN
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N=1395031.64
ELE. 125.648
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IP DIKE 2-U
E=2046796.48
N=1395119.42
ELE. 125.282
STA. -2+00
IP DIKE 2-U
E=2046649.08
N=1395254.64
ELE. 124.391
STA. 0+00
IR DIKE 2-U
E=2046722.72
N=1395186.95
ELE. 124.123
STA. -1+00
IR DIKE 2-U
E=2046612.26
N=1395288.48
Elev 122.009
STA. 0+50
IR DIKE-2U
E=2046047.46
N=1395827.05
BEGIN DIKE CONSTRUCTION
F L
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E=2044531.5396
N=1397214.9487
END DIKE CONSTRUCTION
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
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STRUCTURE
ORIGINAL
20 FT. OFFSET
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
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0 20 40 60 80 100-20-40-60-80-100
2+00.00
0 20 40 60 80 100-20-40-60-80-100
3+00.00
0 20 40 60 80 100-20-40-60-80-100
4+00.00
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
STA. 7+00.00
STA. 6+00.00
STA. 5+00.00
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
STRUCTURAL AZIMUTH LINE
STRUCTURAL AZIMUTH LINE
STRUCTURAL AZIMUTH LINESTRUCTURAL AZIMUTH LINE
STRUCTURAL AZIMUTH LINE
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NO WORK
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:36 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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A1
WARFIELD PT. DIKE 1L CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
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A R
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-L
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C H
IC
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Y
A R
S T
A T
O
AZIMUTH LINE
STRUCTURE
ORIGINAL
25 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
25 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
25 FT. OFFSET
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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IP
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N
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M A
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S
IZ
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S U
B M
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D B
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D A
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C O
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R A
C T N
O
C H
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D B
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D R
A W
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B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
STA. 8+00.00
STA. 9+00.00
STA.10+00.00
STA. 11+00.00
STA. 12+00.00
STA. 13+00.00
E L E
V A
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N I
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E E
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N A
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E L E
V A
T
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N I
N F
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N A
V D
E L E
V A
T
IO
N I
N F
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T
N A
V D
E L E
V A
T
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N I
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N A
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V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
STRUCTURAL AZIMUTH LINE
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:39 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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A1
WARFIELD PT. DIKE 1L CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
S T
A T
O
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
IK
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A R
R M
-L
A H
P W
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E -1
-B -0
C H
IC
O T C
O U
N T
Y
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
S O
L
IC
IT
A T
IO
N N
O
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S
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N E
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D R
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
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U .S
A R
M Y C
O R
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F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
STA. 16+00.00
STA. 15+00.00
STA. 14+00.00 STA. 17+00.00
STA. 18+00.00
STA. 19+00.00
E L E
V A
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N I
N F
E E
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N A
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E L E
V A
T
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N I
N F
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N A
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E L E
V A
T
IO
N I
N F
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N A
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V A
T
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N I
N F
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N A
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V A
T
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N I
N F
E E
T
N A
V D
E L E
V A
T
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N I
N F
E E
T
N A
V D
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:43 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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WARFIELD PT. DIKE 1L CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
S T
A T
O
AS ADVERTISE
W A
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IE
L D P
T
A N
D I S
L A
N D
D
IK
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A R
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-L
A H
P W
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-B -0
C H
IC
O T C
O U
N T
Y
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
S O
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
A R
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F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
LWRP = 87LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87 LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
STA. 22+00.00
STA. 21+00.00
STA. 20+00.00 STA. 23+00.00
STA. 24+00.00
STA. 25+00.00
E L E
V A
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N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
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T
N A
V D
E L E
V A
T
IO
N I
N F
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N A
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V A
T
IO
N I
N F
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T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:48 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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N S
A1
WARFIELD PT. DIKE 1L CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
S T
A T
O
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
IK
E S
A R
R M
-L
A H
P W
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E -1
-B -0
C H
IC
O T C
O U
N T
Y
ORIGINAL
20 FT. OFFSET
5 FT. CROWN
CONSTRUCT
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
20 FT. OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D R
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N B
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S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
29+00.00
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
STA. 26+00.00
STA. 27+00.00
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
EXISTING GROUND
EXISTING GROUND
NO WORK
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:52 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
S
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A1
WARFIELD PT. DIKE 1L CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
S T
A T
O
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
IK
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A R
R M
-L
A H
P W
E
E -1
-B -0
C H
IC
O T C
O U
N T
Y
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S
IZ
E
S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
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D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
0 20 40 60 80 100-20-40-60-80-100
C OF DIKEL
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STA. 10+00.00
STA. 9+00.00
STA. 8+00.00 STA. 11+00.00
STA. 12+00.00
STA. 13+00.00
NO WORK
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
LWRP = 87 LWRP = 87
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
BE DEGRADED
DIKE NOTCH TO
C OF DIKEL
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DEGRADED SECTION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:55:56 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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A1
SCALE: 1" = 20' 20' 40'0
IS
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S T
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ISLAND 84 DIKE 2U CROSS SECTIONS
AS ADVERTISE
W A
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L D P
T
A N
D I S
L A
N D
D
IK
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A R
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-L
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E -1
-B -0
C H
IC
O T C
O U
N T
Y
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT S
O L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
14+00.00
0 20 40 60 80 100-20-40-60-80-100
15+00.00
0 20 40 60 80 100-20-40-60-80-100
16+00.00
0 20 40 60 80 100-20-40-60-80-100
17+00.00
0 20 40 60 80 100-20-40-60-80-100
18+00.00
0 20 40 60 80 100-20-40-60-80-100
19+00.00
C OF DIKEL
C OF DIKEL
C OF DIKEL C OF DIKEL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
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T
N A
V D
E L E
V A
T
IO
N I
N F
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T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87 LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
C OF DIKEL
NATURAL REPOSE
SLOPE OF
C OF DIKEL
NATURAL REPOSE
SLOPE OF
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:56:00 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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A1
SCALE: 1" = 20' 20' 40'0
IS
L
A N
D
D
IK
E
U
S T
A T
O
ISLAND 84 DIKE 2U CROSS SECTIONS
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
IK
E S
A R
R M
-L
A H
P W
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E -1
-B -0
C H
IC
O T C
O U
N T
Y
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
B M
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D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
20+00.00
0 20 40 60 80 100-20-40-60-80-100
21+00.00
0 20 40 60 80 100-20-40-60-80-100
22+00.00
0 20 40 60 80 100-20-40-60-80-100
23+00.00
0 20 40 60 80 100-20-40-60-80-100
24+00.00
0 20 40 60 80 100-20-40-60-80-100
25+00.00
C OF DIKEL
C OF DIKEL
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87 LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:56:04 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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M E
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A S
IN
M
IS
S
IS
S
IP
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IS
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IS
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W A
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C H
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C H
D
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H P .E
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B
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IZ
A T
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N S
E C
T
IO
N
C R
O S
S S
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N S
A1
SCALE: 1" = 20' 20' 40'0
IS
L
A N
D
D
IK
E
U
S T
A T
O
ISLAND 84 DIKE 2U CROSS SECTIONS
AS ADVERTISE
W A
R F
IE
L D P
T
A N
D I S
L A
N D
D
IK
E S
A R
R M
-L
A H
P W
E
E -1
-B -0
C H
IC
O T C
O U
N T
Y
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
5 FT. CROWN
CONSTRUCT
AZIMUTH LINE
STRUCTURE
ORIGINAL
15 FT. OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100-20-40-60-80-100
26+00.00
0 20 40 60 80 100-20-40-60-80-100
27+00.00
0 20 40 60 80 100-20-40-60-80-100
28+00.00
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
C OF DIKEL
STRUCTURAL AZIMUTH LINE
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
LWRP = 87LWRP = 87
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 87 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:56:09 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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IN
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IS
S
IS
S
IP
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IS
S
IS
S
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C H
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C H
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H P .E
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T A
B
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A T
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N S
E C
T
IO
N
C R
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S S
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T
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N S
A1
SCALE: 1" = 20' 20' 40'0
IS
L
A N
D
D
IK
E
U
S T
A T
O
ISLAND 84 DIKE 2U CROSS SECTIONS
AS ADVERTISE
W A
R F
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L D P
T
A N
D I S
L A
N D
D
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A R
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:56:14 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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C
GAGE INFORMATION
available.
Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading
A more complete history of river stages is available from the U. S. Army patterns that might be inferred.
upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact
These hydrographs depict historical fact only, and no prediction is intended as to
Note:
1989 1990 1991 1992 1993 1994 1995 1996 1997 1998
1999 2000 2001 2002 2003 2004 2005 2006 2007 2008
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
S T
A G
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N F
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N .G .V .D
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N .G .V .D
DISTRICT: VICKSBURG
BASIN: MISSISSIPPI RIVER & PASSES
GAGE NAME: MISSISSIPPI RIVER @ GREENVILLE, MS
GAGE ZERO: 74.92 FT N.G.V.D. 29
RIVER MILE: 531.3
LOW WATER REFERENCE PLANE (LWRP): 84 FT N.G.V.D. 29
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:56:17 PM 7/3/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Warfield Pt & Island 84 Dikes AHP RM 535-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheet
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C H
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| RM535_G-001 |
| RM535_G-002 |
| RM535_C-101 |
| RM535_C-110 |
| RM535_C-301 |
| RM535_C-302 |
| RM535_C-303 |
| RM535_C-304 |
| RM535_C-305 |
| RM535_C-310 |
| RM535_C-311 |
| RM535_C-312 |
| RM535_C-313 |
| RM535_C-501 |
| RM535_X-101 |
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