W912ES20R0002 Plan Set 14-23.pdf
PDF 6 MB Posted
- Attached to
- Pigs Eye Islands Federal contract opportunity
- Solicitation number
- W912ES20R0002
About this file
This solicitation requests proposals for the Pigs Eye Islands project. The U.S. Army Corps of Engineers, St. Paul District is seeking to improve aquatic and terrestrial habitat as well as maintain shoreline at Pigs Eye Lake in Minnesota. The project scope includes constructing up to six islands of varying sizes, sand benches, marsh habitat, and plantings at a total anticipated cost between $10-25 million. The resulting contract will be a firm-fixed price awarded under NAICS code 237990. The solicitation is a total small business set-aside, with proposals due by the date specified in the Section 00 10 00 instructions. Offerors must register in SAM and have an active account to conduct business with the Department of Defense.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A22 W912ES20R0002 0004 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0003 Solicitation Amendment.pdf | ||
| PigsEye_2ndRevisedSection_35_20_23.40_13.pdf | ||
| ExTopo_2019Nov.txt | TXT text file | |
| ExTopo2015Oct.txt | TXT text file | |
| PigsEye_Tables.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_01_14_00.00_13.pdf | ||
| 2019_PigsEyeTurbidity.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_35_20_23.40_13.pdf | ||
| A22 W912ES20R0002 0002 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0001 Solicitation Amendment.pdf | ||
| W912ES20R0002 Plan Set 1-5.pdf | ||
| Attachment 2 - Small Business Participation Commitment Plan.docx | DOCX document | |
| W912ES20R0002 Plan Set 24-25.pdf | ||
| Attachment 1 - Past Performance Questionnaire.docx | DOCX document | |
| W912ES20R0002 Plan Set 26-28.pdf | ||
| W912ES20R0002 Plan Set 29-47.pdf | ||
| W912ES20R0002 Plan Set 6-13.pdf | ||
| W912ES20R0002 Solicitation and Specifications.pdf |
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Text version
ISLAND 4 CONTROL LINE
I-53
I-62
I-72
I-63
I-145
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-54
I-61
I-71
I-64
I-75
WET BERM
TOP OF
WET BERM
TOP OF
I-56
I-55
I-59I-60
I-70
I-69
I-66
I-65
I-73
I-74
I-67
I-57
I-58
I-68
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS105
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
N
SCALE: 1''= 40'-0"
0 40'40' 20'
IS
L
A N
D
M A
T C
H L
IN
E W
IT
H C
S
P L
A N
B A
S E I S
L A
N D
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
BASE ISLAND 4 PLAN
SCALE: 1" = 40'
KEY PLAN
2. ISLAND 4 SEEDING AREA = 1.47 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
GENERAL NOTES: THIS SHEET ONLY
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I4
I4
I4
I4
I4
P -1
P -2
CS30
B1
105' R
0'
R
R
R
30'
R
R
0'
R
R
15'R
15'R
W-17
ISLAND 4 CONTROL LINE
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
GROIN DETAILS
SEE CS501 FOR
EL.=689.10
E=2877766.98
N=1028263.27
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS106
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
SCALE: 1''= 40'-0"
0 40'40' 20'
IS
L
A N
D
M A
T C
H L
IN
E W
IT
H C
S
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
GENERAL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
FINAL ISLAND 4 PLAN
SCALE: 1" = 40'
KEY PLAN
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF TOPSOIL ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I4
I4
I4
I4
I4
P -1
P -2
G27
G31
G32
G34
G33
CS30
B1
G36
G28
G29
G30
G35
CONTROL LINE
ISLAND 5
STA. I5 20+54.80
SUBMERGED BENCH
START OF INTERIOR
STA. I5 24+52.46
SUBMERGED BENCH
END OF INTERIOR
I-76
I-79
I-88
I-101
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-80
I-87
I-100
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
CONTROL LINE
ISLAND 5
I-77
I-92
I-93
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
TOP OF
I-90 I-89
TO EXISTING
1V:3H SLOPE
I-95
I-81
I-82
I-85
I-86
I-91
I-94
I-98 I-99
I-78
I-96
I-97
I-83
I-84
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS107
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
SCALE: 1''= 60'-0"
0 60'60' 30'
M A
T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
P L
A N
B A
S E I S
L A
N D
M A
T C
H L
IN
E W
IT
H C
S
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
BASE ISLAND 5 PLAN
SCALE: 1" = 60'
KEY PLAN
2. ISLAND 5 SEEDING AREA = 4.69 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
GENERAL NOTES: THIS SHEET ONLY
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I5 2+20
I5 2+40
I5
I5
I5
I5
I5
I5
I5
I5
0 I5
0 I5
0 I5
0 I5
0 I5
I5
I5
I5
I5
I5
I5
I5 14+40
I5 15 +00
I5 15 +60
I5 6+
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
P5-1
P -2
P -3
P -4
P -5
P -6
P -7
P 5-10
P5-11
P5-12
P -1
P -1
P -1
P -1
P -8
P 5-9
I5P 5+34
P5-2
I5P 4+80
I5P 4+20
I5P 3+60
I5P 3+00
I5P 2+40
I5P 1+80
I5P 1+20
I5P 0+60
I5P 0+00
P5-1
A1
CS502
C1
CS502
A3
CS502
TRANSITION 1
ISLAND 5 TRANSITION 2
ISLAND 5
TRANSITION 3
ISLAND 5
B1
CS301
CS303
A1
B1
CS302
A1
.2
R
157.25' R
96.90' R
.7
R
28.6'
R
137.25'
R
23.35'R
81.7'
R
10'R
R
CONTROL LINE
ISLAND 5
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL.=689.10
E=2875883.34
N=1029338.42
E L. 688.1'. T
Y P
IC
A L
B O T T O
M O
F E
X T E N
D E D B
E R
M
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
1V:3H SLOPE. TYPICAL
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL.=689.10
E=2876304.25
N=1029306.38
EL.=689.10
E=2876314.91
N=1028898.89
GROIN DETAILS
SEE CS501 FOR
STA. I5P 3+80.00
BREAKWATER CENTERLINE END
STA. I5P 1+60.00
BREAKWATER CENTERLINE START
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS108
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
SCALE: 1''= 60'-0"
0 60'60' 30'
M A
T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
M A
T C
H L
IN
E W
IT
H C
S
GENERAL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
FINAL ISLAND 5 PLAN
SCALE: 1" = 60'
KEY PLAN
4. ISLAND 5 HAS A CAPACITY OF 9456.9 CY AND CAN BE FILLED TO EL. 686.3'
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF FINES ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I5 2+20
I5 2+40
I5
I5
I5
I5
I5
I5
I5
I5
0 I5
0 I5
0 I5
0 I5
0 I5
I5
I5
I5
I5
I5
I5
I5 14+40
I5 15 +00
I5 15 +60
I5 6+
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
P5-1
P -2
P -3
P -4
P -5
P -6
P -7
P 5-10
P5-11
P5-12
P -1
P -1
P -1
P -1
P -8
P 5-9
I5P 5+34
P5-2
I5P 4+80
I5P 4+20
I5P 3+60
I5P 3+00
I5P 2+40
I5P 1+80
I5P 1+20
I5P 0+60
I5P 0+00
P5-1
G42
G43 G44
G45
G46
G47
G48
G49
G50
G51
G52
A 4C S
CS301
B1
A1
B1
CS302
CS303
A1
G38
G37
G39
G40
G41
G54 G53
G56 G57
G55
ISLAND 6 CONTROL LINE
I-129
I-106
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-128
I-116
I-107
WET BERM
TOP OF
WET BERM
TOP OF
I-102
TO EXISTING
1V:3H SLOPE
I-103
I-117
I-120
I-121
I-114
I-115 WET BERM
BOTTOM OF
WET BERM
TOP OF
WET BERM
TOP OF
I-122
I-123
I-126
I-127
I-104
I-108
I-109
I-112
I-113
I-118
TO EXISTING
1V:3H SLOPE
I-119
I-105
I-111
I-124
I-125
I-110
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS109
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
SCALE: 1''= 50'-0"
0 50'50' 25'
M A T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
MATCH LINE WITH CS107
P L
A N
B A
S E I S
L A
N D
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
SCALE: 1" = 50'
KEY PLAN
BASE ISLAND 6 PLAN - OPTION
2. ISLAND 6 SEEDING AREA = 2.64 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
GENERAL NOTES: THIS SHEET ONLY
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
0 I6
I6
0 I6
0 I6 8+
I6 8+50
I6 9+00
I6 9+50
I6 10+00
I6 10+50
I6 11+00
I6 11 +50
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
P -1
P -2
P -3
P -4
P -5
P 6-6
P6-7
P6-8
P -9
P -1
P -1
P -1
A4
CS502
C4
CS502
TRANSITION 1
ISLAND 6
TRANSITION 2
ISLAND 6
D1
CS3
R
80'
R
R
R
R
75' R
R
R
R
10'R
W
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
PLACE 1' OF SAND
SAND FLOOR
E=2877045.89
N=1029051.04
INTO EXISTING GROUND
TIE SAND FLOOR
E=2877158.77
N=1029060.31
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
1V:3H SLOPE. TYPICAL
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
GROIN DETAILS
SEE CS501 FOR
EL.=689.10
E=2877016.53
N=1029074.63
EL.=689.10
E=2877197.98
N=1029190.96
EL.=689.10
E=2876909.36
N=1029193.11
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS110
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
SCALE: 1''= 50'-0"
0 50'50' 25'
M A T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
MATCH LINE WITH CS108
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
GENERAL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
SCALE: 1" = 50'
KEY PLAN
FINAL ISLAND 6 PLAN - OPTION
ISLAND FEATURES.
4. SAND FLOOR SHALL BE CONSTRUCTED AFTER THE COMPLETION OF PERMANENT
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF FINES ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
0 I6
I6
0 I6
0 I6 8+
I6 8+50
I6 9+00
I6 9+50
I6 10+00
I6 10+50
I6 11+00
I6 11 +50
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
I6
P -1
P -2
P -3
P -4
P -5
P 6-6
P6-7
P6-8
P -9
P -1
P -1
P
G61
G62
G63
G64
G65
G66
G67
G68
G69
G71
G72
CS3
D1
CS302
A1
CS303
G60
G59
G58
G70
G73
W
ISLAND 7 CONTROL LINE
STA. I7 26+93.00
SUBMERGED BENCH
END OF INTERIOR
STA. I7 23+25.69
SUBMERGED BENCH
START OF INTERIOR
I-130
I-136
I-131
I-139
I-144
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-135
I-132
I-137
I-138
I-140
I-143
TO EXISTING
1V:3H SLOPE
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
TOP OF
WET BERM
BOTTOM OF
WET BERM
TOP OF
I-133
I-141
I-142
I-134
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS111
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
M
T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
MATCH LINE WITH CS109
GENERAL NOTES: THIS SHEET ONLY
P L
A N
B A
S E I S
L A
N D
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
IDA1
BASE ISLAND 7 PLAN
SCALE: 1" = 50' 0 50'50' 25'
KEY PLAN
2. ISLAND 7 SEEDING AREA = 4.85 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I7 0+00
I7 0+50
I7 1+00
I7 1+
I7 2+
I7 2+
I7 3+00
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7 11+
I7 12+
I7 12+
I7 13+00
I7 13+50
I7 14+00
I7 14+50
I7 15+00
I7 15+50
I7 16+00
I7 16+50
I7 17+00
I7 17+50
I7 18+00
I7 1 8+5
I7
I7
I7
I7
I7
I7
I7
I7
I7
0I7
0I7
I7
I7
I7
I7
I7
I7
P7-1
P7-2
P7-3
P7-4
P -5
P -6
P -7
P 7-
P7-
P7-10
P -1
P -1
P -1
P -1
P -1
P -1
P
CS503
C1
CS503
TRANSITION 1
ISLAND 7
TRANSITION 2
ISLAND 7
CS302
R
84'R
R
46'R
R
R
W -13
W -14
ISLAND 7 CONTROL LINE
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
1V:3H SLOPE. TYPICAL
1V:3H SLOPE. TYPICAL
1V :3
H S
LO
P E . T
Y P
IC
A L
EL.=689.10
E=2876662.58
N=1029843.74
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL.=689.10
E=2876402.54
N=1029800.10
EL.=689.10
E=2877078.92
N=1030432.30
EL.=689.10
E=2877043.78
N=1030029.97
GROIN DETAILS
SEE CS501 FOR
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS112
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
M
T C
H L
IN
E W
IT
H C
S
IS
L
A N
D
MATCH LINE WITH CS110
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
GENERAL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
0 50'50' 25'
FINAL ISLAND 7 PLAN
SCALE: 1" = 50'
A1
KEY PLAN
4. ISLAND 7 HAS A CAPACITY OF 11458.5 CY AND CAN BE FILLED TO EL. 686.3'
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF FINES ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
O L
W E
S
R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I7 0+00
I7 0+50
I7 1+00
I7 1+
I7 2+
I7 2+
I7 3+00
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7
I7 11+
I7 12+
I7 12+
I7 13+00
I7 13+50
I7 14+00
I7 14+50
I7 15+00
I7 15+50
I7 16+00
I7 16+50
I7 17+00
I7 17+50
I7 18+00
I7 1 8+5
I7
I7
I7
I7
I7
I7
I7
I7
I7
0I7
0I7
I7
I7
I7
I7
I7
I7
P7-1
P7-2
P7-3
P7-4
P -5
P -6
P -7
P 7-
P7-
P7-10
P -1
P -1
P -1
P -1
P -1
P -1
P
G89
G88 G87
G86
G85
G84
G83
G82
G81
G80
G79
G78
G77
G76 G75
G74
A1
A1
G93
G92
G91
G90
W -14
EL.=690.10
E=2875775.85
N=1028512.99
EL.=690.10
E=2876023.28
N=1028477.19
EL.=690.10
E=2876008.96
N=1028378.22
EL.=690.10
E=2875761.53
N=1028414.02
EL. 690.1'
GRANULAR FILL
CONSTRUCTION PAD
ISLAND 1
EL. 690.1'
GRANULAR FILL
CONSTRUCTION PAD
ISLAND 3
GRANULAR FILL
SAND BRIDGE
ISLAND 3 TO 4
EL. 690.1'
GRANULAR FILL,
CONSTRUCTION PAD
ISLAND 5
GRANULAR FILL
SAND BRIDGE
ISLAND 1 TO 5
GRANULAR FILL
SAND PLUG
ISLAND 5
GRANULAR FILL
SAND BRIDGE
ISLAND 5 TO 7
OPTION
GRANULAR FILL
SAND PLUG
ISLAND 6
OPTION
GRANULAR FILL
SAND BRIDGE
ISLAND 7 TO 6GRANULAR FILL
SAND PLUG
ISLAND 7
250' MAX
M A
X
250' MAX
M A
X
' M
A X
0' M
X
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E I2
C S d g n
A N
S I
D
B D
S
B D
S
G C
W
CS113
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
T S
U L L
Y
/0
/0
P L
P
IG
S E
Y E I S
L A
N D
S
IS
L
A N
D C
O N
S T
R U
C T
IO
N F
E A
T U
R E
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
0 200'200' 100'
A1
ISLAND CONSTRUCTION FEATURES PLAN
SCALE: 1" = 200'
GENERAL NOTES: THIS SHEET ONLY
P O
O L
BRIDGES AND CONSTRUCTION PADS IS OPTIONAL.
DEVIATE FROM CONSTRUCTION PAD ELEVATIONS. CONSTRUCTION OF SAND
IF CONTRACTOR CONSTRUCTS THE CONSTRUCTION PADS, CONTRACTOR MAY2.
BORROW SITES AS ISLANDS.
SAND PLUGS, BRIDGES, AND PADS ARE TO BE CONSTRUCTED FROM SAME1.
W E
S
R
B1T5 0+00
B1T5 2+00
B1T5 3+71
B T
B T
B T
B5T7 0+00
B5T7 2+00
B5T7 3+18
B7 T6 +0
B7 T6 +0
B7 T6 +4
I7 P
I7 P
B -1
B -2
B15-1
B15-2
B57-1
B57-2
P -1
P -2
B7 6-
B7 6-
I6 P
I6 P
P -1
P -2
I5 P
P -2
I5 P
I5 P
I5 P
P -1
W-7W-8
W-9
W-10
W-11
W-14
W-15
W-16
W-18
CS304
C1
C S
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
EL.=681.10
E=2877367.98
N=1025788.49
EL.=681.10
E=2876987.17
N=1025666.13
EL.=681.10
E=2877109.54
N=1025285.30
EL.=681.10
E=2877490.35
N=1025407.67
EL.=681.10
E=2877496.58
N=1025183.90
EL.=681.10
E=2877553.43
N=1025202.17
EL.=681.10
E=2877342.85
N=1025360.27
EL.=681.10
E=2877399.70
N=1025378.54
SIDE-SLOPES
1V:3H
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
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P S O
F E
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IN
E E
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P E I2
C S d g n
A N
S I
D
B D
S
B D
S
G C
W
CS114
D
M N S
P C
S S
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O N
E -U .S S
U R
V E
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T
N A
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.9
B
T S
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Y
/0
/0
P L
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
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IO
N D
A T
U M
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A L C
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O L
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D
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O N
T A
L C
O N
T R
O L
C O
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IN
E D F
A C
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C F
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O
ID
0 120'120' 60'
A1
SCALE: 1" = 120'
S T
A G
IN
G F
E A
T U
R E
S
STAGING FEATURES PLAN
N .T .S
GENERAL NOTES: THIS SHEET ONLY
FINES PLACEMENT AREA SHOWN ON SHEET CS115.
1. STAGING AREA SPOIL MAY BE PLACED AT THE PINE BEND
P O
O L
W E
S
R
W -1
W -2
W -3
W -4
W -5
W -6
W -1
LOCATION
PROJECT STAGING
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
| W912ES20R0002 Plans 14 |
| W912ES20R0002 Plans 15 |
| W912ES20R0002 Plans 16 |
| W912ES20R0002 Plans 17 |
| W912ES20R0002 Plans 18 |
| W912ES20R0002 Plans 19 |
| W912ES20R0002 Plans 20 |
| W912ES20R0002 Plans 21 |
| W912ES20R0002 Plans 22 |
| W912ES20R0002 Plans 23 |
File details come from the government source that posted it. Updated .