A22_Drawings_W912EE21B0002.pdf
PDF 18 MB Posted
- Solicitation number
- W912EE21B0002
About this file
This document contains details for a federal contract solicitation for bank stabilization work on the Yazoo River in Humphreys County, Mississippi. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Vicksburg under number W912EE21B0002. The work consists of furnishing all plant, labor, materials and equipment for constructing bank stabilization and associated work. Principal features of the work include clearing and grubbing, debris removal, excavation, backfill, R200 riprap, erosion control, and storm water prevention and environmental protection measures. The response deadline and award date are not specified.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:40:42 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_G-001.dgn
A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
AS ADVERTISE
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
G-001
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
T B
D
YAZOO RIVER BASIN, YAZOO RIVER LEVEES
FC/MR&T MAIN STEM MAINTENANCE, PL 114-254
BELZONI BANK STABILIZATION
HUMPHREYS COUNTY, MS
TBD
TBD
VICKSBURG DISTRICT
C O
V E
R S
H E
E T
W E
E -2
-B -0
W912EE-21-B-0002
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
Y A
ZO
O R
IV
E
RFLO
W
PROJECT LOCATION
MS H
WY 1
U S H
W Y
W
BELZONI, MS
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:41:14 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_G-401.dgn
S
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
V
IC
IN
IT
Y M
A P
G-401
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
A1
VICINITY MAP
SCALE: 1" = 500' 0 500' 1000'
N
W E
E -2
-B -0
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:41:54 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_G-601.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
C O
N T
R O
L L
IN
E D
A T
A
G-601
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
W E
E -2
-B -0
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
ST #1
ST #2
ST #3
ST #4
ST #5
YAZOO RIVER
FLOW
HWY 12 E
HWY 1
2 E
OLD HAW
KINS ROAD
TO
BELZO
N I, M
S
ST #6
LEGEND
TRANSVERSE STONE TIEBACK OR STONE TIEBACK
R200 STONE RIPRAP
SURVEY BASELINE
OVERHEAD POWELINE
POWER POLE
ALL WORK BUT BE DONE WITHIN THE RIGHT OF WAY ON SHEET R-101.13.
SECTION 01 00 00.00 09 PARAGRAPH 1.10 FOR ADDITIONAL DETAILS.
EXISTING BANK TO THE BACK OF THE EXCAVATION OF THE TIEBACK. SEE
AREA SHOWN ON SHEET C-102. THE RESTRICTED AREA IS FROM THE TOP OF
AN ARCHEOLOGIST WILL BE ON SITE DURING ALL WORK IN THE RESTRICTED 12.
AROUND THE POLE AND UNDER THE ELECTRICAL LINES.
THIS PROJECT. A MINIMUM CLEARANCE OF FIVE (5) FEET SHOULD BE KEPT
UTILITY LINES AND UTILITY POLES ARE LOCATED NEAR THE TOP BANK OF 11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
C-501.
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE, SEE SHEET 1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:42:23 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-101.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
C-101
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
A1
SCALE: 1" = 100' 100' 200'0
N
O V
E R
A L L S
IT
E P
L A
N
BELZONI BANK STABILIZATION OVERALL SITE PLAN
W E
E -2
-B -0
70 70
70 70
110110
8080808080
85 85 85 85
909090
95 95 95
95 95
5 105
5 10
105 105
105 10
110110
A
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
M A
T C
H L
IN
E S
T A .1
S T
1S T
S T
S T
4S T
BL2
BL1
S T
A . 0
.3
°1
'0
S T
A . 2
.7
°2
'0
S T
A . 4
.7
°0
'2
S T
A . 6
.9
°0
'2
S T
A . 8
.0
°3
'3
S T
A . 1
.4
'0
S T
A .1
'2
S T
A .2
'2
S T
A .5
°0
'1
S T
A .9
°1
'1
S T
A .4
°1
'1
YAZOO RIVER
FLOW
S T
(BNS #1)
BREAK IN SLOPE(BNS #2)
BREAK IN SLOPE
(BNS #3)
BREAK IN SLOPE
(BNS #4)
BREAK IN SLOPE
(BNS #5)
BREAK IN SLOPE
FLOOR EL.115.00
WOOD BUILDING
GRAVEL FIELD ROAD
SLAB
CONCRETE
TOP EL.110.807
INV.EL.109.883
12" CONCRETE CULVERT
TOP EL.110.727
INV.EL.109.702
12" CONCRETE CULVERT
EL. 117.687
IR YSB 5
BL3
EL. 117.703
IR YSB 4
BL4
EL.111.432
E=2259259.59
N=1334873.42
IR BCS-1
EL.131.864
LOW WIRE
EL.135.643
LOW WIRE
(SEE NOTE 12)
RESTRICTED AREA
(SEE NOTE 12)
RESTRICTED AREA
(SEE NOTE 12)
RESTRICTED AREA
(SEE NOTE 12)
RESTRICTED AREA
(SEE NOTE 12)
RESTRICTED AREA
(SEE NOTE 12)
RESTRICTED AREA
AND TIEBACKS
LONGITUDINAL STONE TOE DIKE
BEGIN CONSTRUCTION OF
STONE REVETMENT
STONE TOE DIKE AND TIEBACKS TO
TRANSITION FROM LONGITUDINAL
LEGEND
TRANSVERSE STONE TIEBACK OR STONE TIEBACK
R200 STONE RIPRAP
SURVEY BASELINE
OVERHEAD POWELINE
POWER POLE
ALL WORK BUT BE DONE WITHIN THE RIGHT OF WAY ON SHEET R-101.13.
SECTION 01 00 00.00 09 PARAGRAPH 1.10 FOR ADDITIONAL DETAILS.
EXISTING BANK TO THE BACK OF THE EXCAVATION OF THE TIEBACK. SEE
AREA SHOWN ON SHEET C-102. THE RESTRICTED AREA IS FROM THE TOP OF
AN ARCHEOLOGIST WILL BE ON SITE DURING ALL WORK IN THE RESTRICTED 12.
AROUND THE POLE AND UNDER THE ELECTRICAL LINES.
THIS PROJECT. A MINIMUM CLEARANCE OF FIVE (5) FEET SHOULD BE KEPT
UTILITY LINES AND UTILITY POLES ARE LOCATED NEAR THE TOP BANK OF 11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
C-501.
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE, SEE SHEET 1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:42:57 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-102.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
S
IT
E P
L A
N S
T A .3
T
O
.1
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
C-102
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
A1
BELZONI BANK STABILIZATION SITE PLAN -- STA 0+28.30 TO 22+00.16
SCALE: 1" = 100' 100' 200'0
N
W E
E -2
-B -0
448.3
204° 40'21
772.9
206°1 3'51"
305.61 227°09'44"
727.05 231°30'36"
100 100
100 100
100100
5 7 5 75
5 80
85 85
85 85
85 85
85 90
909090909090
95 95
95 95 95
100100
100100100
100100
105 105
5 105 10
5 105
5 1
5 10
115115
115 115
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
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E S
T A . 2
.1
6S T
A . 2
.8
°1
'1
S T
A . 2
.9
°1
'1
S T
A . 2
.4
°0
'3
S T
A . 2
.1
'2
S T
A .4
'0
S T
A .1
'0
S T
A .8
'0
S T
A .7
°2
'2
S T
A .4
°2
'2
S T
A .8
°0
'4
S T
A .0
°0
'4
" YAZOO RIVER
FLOW
(BNS #6)
BREAK IN SLOPE
(BNS #7)
BREAK IN SLOPE
(BNS #8)
BREAK IN SLOPE
(BNS #9)
BREAK IN SLOPE(BNS #10)
BREAK IN SLOPE
(BNS #11)
BREAK IN SLOPE
(BNS #12)
BREAK IN SLOPE(BNS #13)
BREAK IN SLOPE
(BNS #14)
BREAK IN SLOPE
(BNS #15)
BREAK IN SLOPE
(BNS #16)
BREAK IN SLOPE
TOP EL.114.326
CONCRETE HEADWALL
EL.111.600
TOP INSIDE EDGE
INV.EL.110.044
18" CMP
TOP EL.113.314
CONCRETE HEADWALL
EL.110.530
TOP INSIDE EDGE
INV.EL.109.059
18" CMP
EL. 117.696
IR YSB 3
BL5
EL. 118.217
IR YSB 2
BL6
EL. 116.435
IR YSB 1
BL7
AND WERE NOT SURVEYED.
LOCATIONS ARE ESTIMATES
WITH HIGHWAY 12. POWER POLE
POWERLINE RUNS PARALLEL
LEGEND
TRANSVERSE STONE TIEBACK OR STONE TIEBACK
R200 STONE RIPRAP
SURVEY BASELINE
OVERHEAD POWELINE
POWER POLE
ALL WORK BUT BE DONE WITHIN THE RIGHT OF WAY ON SHEET R-101.13.
SECTION 01 00 00.00 09 PARAGRAPH 1.10 FOR ADDITIONAL DETAILS.
EXISTING BANK TO THE BACK OF THE EXCAVATION OF THE TIEBACK. SEE
AREA SHOWN ON SHEET C-102. THE RESTRICTED AREA IS FROM THE TOP OF
AN ARCHEOLOGIST WILL BE ON SITE DURING ALL WORK IN THE RESTRICTED 12.
AROUND THE POLE AND UNDER THE ELECTRICAL LINES.
THIS PROJECT. A MINIMUM CLEARANCE OF FIVE (5) FEET SHOULD BE KEPT
UTILITY LINES AND UTILITY POLES ARE LOCATED NEAR THE TOP BANK OF 11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
C-501.
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE, SEE SHEET 1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:43:29 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-103.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
C-103
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
S
IT
E P
L A
N S
T A .1
T
O
.0
A1
BELZONI BANK STABILIZATION SITE PLAN -- STA 22+00.16 TO 43+71.05
SCALE: 1" = 100' 100' 200'0
N
W E
E -2
-B -0
593.7
244°2 8'58"
632.12
249°18'49"
1431.66 266°50'14"
110 110
110110
85 85 85 85
95 95
95 100
100100100
105 105
105 105
105 105
105 105
105 105
105105
105 105
105 10
110 110
110 110
110 110
115 115
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
M A
T C
H L
IN
E S
T A . 4
.0
BL8
BL9
S T
A . 4
.0
°0
'4
S T
A . 4
.5
'5
S T
A . 4
.4
'5
S T
A .9
°5
'2
S T
A .0
°5
'2
S T
A .0
°5
'2
S T
A .1
°5
'2
S T
A .1
°5
'2
S T
A .2
°5
'2
YAZOO RIVER
FLOW
(BNS #16)
BREAK IN SLOPE
(BNS #17)
BREAK IN SLOPE
(BNS #18)
BREAK IN SLOPE(BNS #19)
BREAK IN SLOPE
(BNS #20)
BREAK IN SLOPE
(BNS #21)
BREAK IN SLOPE
(BNS #22)
BREAK IN SLOPE
(BNS #23)
BREAK IN SLOPE
AND WERE NOT SURVEYED.
LOCATIONS ARE ESTIMATES
WITH HIGHWAY 12. POWER POLE
POWERLINE RUNS PARALLEL
ESTIMATES AND WERE NOT SURVEYED.
POWER POLE LOCATIONS ARE
.POWERLINE CROSSES THE RIVER
STONE REVETMENT
END CONSTRUCTION OF
LEGEND
TRANSVERSE STONE TIEBACK OR STONE TIEBACK
R200 STONE RIPRAP
SURVEY BASELINE
OVERHEAD POWELINE
POWER POLE
ALL WORK BUT BE DONE WITHIN THE RIGHT OF WAY ON SHEET R-101.13.
SECTION 01 00 00.00 09 PARAGRAPH 1.10 FOR ADDITIONAL DETAILS.
EXISTING BANK TO THE BACK OF THE EXCAVATION OF THE TIEBACK. SEE
AREA SHOWN ON SHEET C-102. THE RESTRICTED AREA IS FROM THE TOP OF
AN ARCHEOLOGIST WILL BE ON SITE DURING ALL WORK IN THE RESTRICTED 12.
AROUND THE POLE AND UNDER THE ELECTRICAL LINES.
THIS PROJECT. A MINIMUM CLEARANCE OF FIVE (5) FEET SHOULD BE KEPT
UTILITY LINES AND UTILITY POLES ARE LOCATED NEAR THE TOP BANK OF 11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
C-501.
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE, SEE SHEET 1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:44:01 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-104.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
C-104
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
S
IT
E P
L A
N S
T A .0
T
O
.2
A1
BELZONI BANK STABILIZATION SITE PLAN -- STA. 43+71.05 TO 60+38.22
SCALE: 1" = 100' 100' 200'0
N
W E
E -2
-B -0
1435.53 288°39'26"
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 207
0+28.30
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 217
2+23.72
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 226
4+28.79
EXISTING GROUND
ST #2
EXISTING GROUND
ST #3
ST #1
EXISTING GROUND
STONE TOE DIKE
C LONGITUDINAL PEAKEDL
STONE TOE DIKE
C LONGITUDINAL PEAKEDL
STONE TOE DIKE
C LONGITUDINAL PEAKEDL
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:44:36 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-301.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .3
T
O
.7
C R
O S
S S
E C
T
IO
N S
C-301
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 0+28.30 TO 4+28.79
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230233
6+28.93
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240245
8+32.07
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 258
10+45.40
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
ST #4
ST #5
ST #6
STONE TOE DIKE
C LONGITUDINAL PEAKEDL
STONE TOE DIKE
C LONGITUDINAL PEAKEDL
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:45:06 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-302.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .9
T
O
.4
C R
O S
S S
E C
T
IO
N S
C-302
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 6+28.93 TO 10+45.40
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280280
12+54.12
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240245
14+57.25
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220222
16+75.51
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #1)
BREAK IN SLOPE
(BNS #2)
BREAK IN SLOPE
(BNS #3)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:45:35 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-303.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .1
T
O
.5
C R
O S
S S
E C
T
IO
N S
C-303
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 12+54.12 TO 16+75.51
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220223
18+92.98
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 236
20+93.42
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 249
23+00.81
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #4)
BREAK IN SLOPE
(BNS #5)
BREAK IN SLOPE
(BNS #6)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:46:03 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-304.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .9
T
O
.8
C R
O S
S S
E C
T
IO
N S
C-304
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 18+92.98 TO 23+00.81
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 227
25+01.98
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 236
27+20.41
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250254
29+30.10
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #7)
BREAK IN SLOPE
(BNS #8)
BREAK IN SLOPE
(BNS #9)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:46:33 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-305.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .9
T
O
.1
C R
O S
S S
E C
T
IO
N S
C-305
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 25+01.98 TO 29+30.10
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 266
31+34.47
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280282
33+35.12
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280282
35+39.82
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #10)
BREAK IN SLOPE
(BNS #11)
BREAK IN SLOPE
(BNS #12)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:04 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-306.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .4
T
O
.8
C R
O S
S S
E C
T
IO
N S
C-306
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 31+34.47 TO 35+39.82
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240244
37+49.70
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210211
39+52.43
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 216
41+70.88
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #13)
BREAK IN SLOPE
(BNS #14)
BREAK IN SLOPE
(BNS #15)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:33 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-307.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .7
T
O
.8
C R
O S
S S
E C
T
IO
N S
C-307
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 37+49.70 TO 41+70.88
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220224
43+71.05
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 255
45+93.54
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
47+98.45
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #16)
BREAK IN SLOPE
(BNS #17)
BREAK IN SLOPE
(BNS #18)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:48:02 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-308.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .0
T
O
.4
C R
O S
S S
E C
T
IO
N S
C-308
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 43+71.05 TO 47+98.45
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 319
50+37.99
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320323
52+38.03
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 328
54+38.08
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
STONE REVETMENT
(BNS #19)
BREAK IN SLOPE
(BNS #20)
BREAK IN SLOPE
(BNS #21)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:48:32 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-309.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .9
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-309
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 50+37.99 TO 54+38.08
W E
E -2
-B -0
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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330332
56+38.13
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 336
58+38.18
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340341
60+38.22
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STONE REVETMENT
STONE REVETMENT
(BNS #22)
BREAK IN SLOPE
(BNS #23)
BREAK IN SLOPE
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BACKFILL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:49:00 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-310.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 20' 20' 40'0
D
W A
L L
A C
E P .E
S T
A .1
T
O
.2
C R
O S
S S
E C
T
IO
N S
C-310
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
CROSS SECTIONS -- STA. 56+38.13 TO 60+38.22
W E
E -2
-B -0
1V:1H
CONTROL
EROSION
CONTROL
EROSION
EROSION CONTROL
13'
5'
VARIABLE
3'
15 FT.
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
15 FT.
VARIES
NO SLOPE
VARIES (MINIMUM 3 FT)
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
L
L
NATURAL REPOSE
SLOPE OF
NO SCALE
SECTION A-A
SECTION B-B
SECTION C-C
TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE
EXISTING GROUND
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR 1V:1.5H
LOW WATER
APPROX.
STREAMBED
STONE DIKE
C LONGITUDINAL PEAKED
NATURAL REPOSE
SLOPE OF
TOP BANK
1V:1.5H
VARIES
PROFILE
A
B
C
A
B
C
GROUND
EXISTING
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR
REPOSE)
SLOPE OF NATURAL
(FLATTER THAN
SLOPE VARIES
DIKE
PEAKED STONE
C LONGITUDINAL
STREAMBED
A
A
TOP BANK
PROFILE
NO SCALE
NOTE:
HEIGHT OF DIKE AND/OR TIEBACK
IS AS SHOWN ON INDIVIDUAL PROFILE.
PEAKED STONE DIKE
C LONGITUDINAL
EXISTING BANK
TOP BANK
GROUND
EXISTING
STREAMBED
WATER
LOW
APPROX.
VARIES
NATURAL REPOSE
SLOPES OF
STRUC. AZ. LINE
BACKFILL
4'
VARIES
VARIABLE
VARIABLE
4' MIN.
4' MIN.
REPOSE
NATURAL
SLOPE OF
STRUC. AZ. LINE
NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
STRUC. AZ. LINE
NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
GROUND
EXISTING
1V:1H
NO SCALE
TYPICAL STONE TIEBACK
FOR TRANSVERSE STONE DIKE
GENERAL NOTES:
1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY 1V:1.25H TO 1V:1.5H.
2. LONGITUDINAL PEAKED STONE DIKE TO BE WRAPPED UP INTO EXISTING
DITCHES AS SPECIFIED ON DRAWINGS.
B
B
C
C
REPOSE
NATURAL
SLOPE OF
STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN
SLOPE OF NATURAL REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN
SLOPE OF NATURAL REPOSE
TYPICAL LONGITUDINAL PEAKED
STONE DIKE BETWEEN
TIEBACKS CROSS SECTION
NO SCALE
TYPICAL SECTION FOR STONE REVETMENT
EXISTING GROUND
1V:1.5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:49:26 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_C-501.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
C-501
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
S T
A N
D A
R D D
E T
A
IL
S
L O
N G
ID
U T
IN
A L S
T O
N E D
IK
E A
N D T
IE
B A
C K
S
W E
E -2
-B -0
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
R1
R2
R3
R4
R5
R6
R7
YAZOO RIVER
FLOW
MS HWY 12
ACCESS ROAD
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:49:55 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_R-101.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
A C
E P .E
R-101
AS ADVERTISE
T B
D
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
A1
SCALE: 1" = 300' 600'0 300'
N
T
H A
S S
E L L
T
H A
S S
E L L
D
H E
R R P .E
RIGHT OF WAY - BELZONI BANK STABILIZATION
R
IG
H T O
F W
A Y M
A P
W E
E -2
-B -0
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
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
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:
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 2019 2020 2021
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
DISTRICT: VICKSBURG
BASIN: YAZOO RIVER BASIN
GAGE NAME: YAZOO RIVER @ BELZONI, MS
GAGE ZERO: 76.02 FT N.G.V.D. 29
RIVER MILE: 116.1
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:50:23 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_X-201.dgn
S
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
X-201
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
T B
D
D .W
A L L
A C
E P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
AS ADVERTISE
Y A
Z O
O R
IV
E R B
E L Z
O N I, M
S
S T
A G
E H
Y D
R O
G R
A P
H D
H E
R R P .E
T
H A
S S
E L L
T
H A
S S
E L L
W E
E -2
-B -0
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
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
MAXIMIZE PONDING EFFICIENCY.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
SEDIMENT WHEN NECESSARY.
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
NOTES:
CONTRACTING OFFICER.
THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE
OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON
ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING
UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED
9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE
LANDSIDE TOE OF THE LEVEE.
OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE
EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE
8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
7. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
RUNOFF
F L
O W
A
SCALE: NONE
4"
A
PLAN
FLOW
1. EXCAVATE THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
STRAW BALE DETAILS
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SCALE: NONE
CONSTRUCTION OF A STRAW BALE BARRIER
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SCALE: NONE
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SECTION
SILT SCREEN FENCE DETAILS
STEEL OR WOOD POST
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
FLOW
FLOW
FLOW
PLAN
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
EXISTING SOIL STABILITY.
BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN
OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL
THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM
DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM
PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF
NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY
USED TO PUMP ALL EXCESS WATER FROM THE BORROW AREA AS DEEMED
6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE
EXISTING LEVEE CENTERLINE STATIONING.
5. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE
10 FOOT OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN.
4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM
(M
IN
(M
IN
AND BACKFILL WITH COMPACTED MATERIAL.
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
4" x 4" TRENCH
(5' MIN. LENGTH)
STEEL OR WOOD POST
MAX. ABOVE GROUND)
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
ATTACH SECURELY TO UPSTREAM SIDE OF POST.
FILTER FABRIC
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:50:47 AM 5/6/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Belzoni Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/YRL-BS_X-501.dgn
S
V
ID
L
W A
L L
A C
E P .E
X-501
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
O
R M W
A T
E R P
O L L
U T
IO
N P
R E
V E
N T
IO
N P
L A
N
T Y
P
IC
A L D
E T
A
IL
S
AS ADVERTISE
T
H A
S S
E L L
T
H A
S S
E L L
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N W
E
E -2
-B -0
D
H E
R R P .E
F C /M
R
T M
A
IN
S
T E
M M
A
IN
T E
N A
N C
E P
L
-2
B E
L Z
O N I
B A
N K S
T A
B
IL
IZ
A T
IO
N
H U
M P
H R
E Y
S C
O U
N T
Y
M S
Y A
Z O
O R
IV
E R B
A S
IN
Y A
Z O
O R
IV
E R L
E V
E E
S
T B
D
T
| YRL-BS_G-001 |
| YRL-BS_G-401 |
| YRL-BS_G-601 |
| YRL-BS_C-101 |
| YRL-BS_C-102 |
| YRL-BS_C-103 |
| YRL-BS_C-104 |
| YRL-BS_C-301 |
| YRL-BS_C-302 |
| YRL-BS_C-303 |
| YRL-BS_C-304 |
| YRL-BS_C-305 |
| YRL-BS_C-306 |
| YRL-BS_C-307 |
| YRL-BS_C-308 |
| YRL-BS_C-309 |
| YRL-BS_C-310 |
| YRL-BS_C-501 |
| YRL-BS_R-101 |
| YRL-BS_X-201 |
| YRL-BS_X-501 |
File details come from the government source that posted it. Updated .