Amendment 0001_Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- W912DS22B0011
About this file
This solicitation package describes a construction contract opportunity for the Union Beach Hurricane and Storm Damage Reduction Project in New Jersey. The scope of work includes beach fill renourishment of 500,000 to 1,000,000 cubic yards, construction of two groins, installation of pedestrian crossovers and drainage modifications, and planting of 20 to 30 acres of dunes. The estimated value of this contract is between $35 million and $45 million. The U.S. Army Corps of Engineers, New York District will issue the invitation for bid on or around May 18th 2022, with bids due approximately 30 days later. The base period of performance is 820 calendar days from notice to proceed. The applicable NAICS code is 237990 and the small business size standard is $39.5 million. Interested parties must register with SAM and Contract Opportunities to access the full solicitation package.
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Text version
W G
W G
1V:5H
SLOPE
12" MARINE MATTRESS
CLASS A
ARMOR STONE
REFERENCE LINE
WEST GROIN
FOR CLARITY
GROIN REFERENCE LINE
PROJECTED WEST
CORE STONE, CLASS B
30' MIN.
EXISTING GRADE
W G
W G
W G
W G
W G
W G
W G
W G
W G
W G
W G
W G
W G
W G
80' 50' BERM
60' 130'
255'
4'
4'
10'
W G
PROPOSED BEACHFILL BERM
SEAWARD DUNE
ALL AROUND ABOVE MATTRESS
ARMOR TOE STONE, CLASS A
LANDWARD DUNE
7'
' 9
4'
160'
1V:10H
SLOPE
R E
V
IS
E D
W E
S T
G R
O
IN
S T
A T
IO
N
/0
/2
S
IS
W
S T
G R
O
IN
P L
A N
A N
D P
R O
F
IL
E
C-104
U n io n
B e a c h s h e e t_ s e e d
.d g n
EL. 16.0
TOP OF DUNE
STA. 34+70
P R
O J E
C T
R E
F E
R E
N C
E L
IN
E
EL. 9.0
EL. 5.0
EL. 9.0 EL. 5.0
TOP OF MATTRESS, EL. -5.0
V
H
V
H
V
H
V
H
EL. -5.0
BEACH FILL
PROPOSED
EL. 16.0
WEST GROIN PLAN
WEST GROIN PROFILE 40'10'
HORIZONTAL SCALE:1"=20'
0 20' 8''0 4'
VERTICAL SCALE:1"=4'
40'10'
HORIZONTAL SCALE:1"=20'
0 20'
RESEMBLE TO ACTUAL SIZE.
5. STONE SIZE SHOWN HERE IS APPROXIMATE AND DOES NOT
4. PROFILE IS TAKEN ALONG THE CENTERLINE OF THE GROIN.
3. FOR GENERAL PLAN, NOTES AND LEGENDS SEE SHEET G-101.
2. FOR GROIN CROSS SECTIONS SEE SHEET C-302.
1 FOR GROIN LOCATION SEE SHEET C-103
NOTES:
EL. -2.6
MLW
EL. 2.3
MHW
EL.-3.0
EL.1.0
1V:15H
SLOPE
SLOPE 1 ON 15
2 LAYER ARMOR STONE
CLASS A
WG 4+00WG -1+20
-10
-10
WG -1+00 WG 0+00 WG 1+00 WG 2+00 WG 3+00 WG 4+00WG -1+20
-10
-10
CORE STONE
CLASS B
MARINE MATTRESS
WG -1+00 WG 0+00 WG 1+00 WG 2+00 WG 3+00
IS
S
U E
D A
T E
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 I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
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
SHEET OF
New York District of Engineers
US Army Corps
N E
W Y
O R
K N
Y
N E
W Y
O R
K D
IS
T
R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IDENTIFICATION
SHEET
W X
X X
X X
-X X
-X -X
X X
X C
E N
A N
-E N
X X
X X
X
-0
N E
W Y
O R
K N
Y
R O
O M
F E
D E
R A
L P
L A
Z A
P H
A S
E I
U N
IO
N
B E
A C
H N
E W
J E
R S
E Y
R A
R
IT
A N
B A
Y A
N D
S A
N D
Y H
O O
K B
A Y
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
D
U C
T
IO
N
READY FOR ADVERTISEMENT
A
DREDGING DEPTH EL.-49.8
85-09
UNION BEACH
B
C D
/0
/2
S
IS
U n io n B e a c h C
-1 .d g n
AREA TO AVOID DREDGING
BORROW AREA
C-107
DREDGING DEPTH EL. -44.8
VERTICAL SCALE: 1"= 10'
20'10'
1 2
-10
-20
-30
-40
-50
-60
-70
-70
-60
-40
-30
-20
-10
A A
B O
R R
O W
A R
E A
P L
A N
571683
570483
570483
571683
571683
641464
641464
646176
646176
641464
571683
570483
570483
571683
571683
643392.30
643392.30
644371.50
644371.50
643392.30
DREDGING DEPTH EL.-49.8
DREDGING DEPTH EL.-44.8
-50
NN
SECTION A-A
BORROW AREA COORDINATES
POINT NORTHING EASTING
DREDGE AVOIDANCE AREA COORDINATES
A
D
C
B
A
POINT NORTHING EASTING
400'0 200'
HORIZONTAL SCALE:1"=200'
86-31
85-06
86-33 N 571130.83
E 646176
N 571130.83
E 641464
AND COMPOSITE GRAIN SIZE DISTRIBUTION CURVES".
BORROW AREA CORE PENETRATION GRAPHS
AVAILABLE IS PROVIDED IN "SECTION 00 90 04
ALL OF THE BORROW AREA INFORMATION
NOTE:
MCBOA OUTFALL
OF1
OF2
OF3OF4
570940.88
570918.39
571318.23
571341.04
641464.00
642251.87
642263.28
641464.00
MCBOA NO DREDGE AREA COORDINATES
OF4
OF3
OF2
OF1
POINT NORTHING EASTING
THE CONTRACTOR SHALL NOT DREDGE 200' AROUND THE OUTFALL PIPE.2.
OF THE OUTFALL PIPE.
OUTFALL AUTHORITY (MCBOA) FOR THE HORIZONTAL AND VERTICAL ALIGNMENT
THE CONTRACTOR SHALL CO-ORDINATE WITH MONMOUTH COUNTY BAYSHORE 1.
NOTE:
SEE NOTE 2
NO DREDGE AREA
570991.93
571385.08
571154.46
645717.69
642963.69
644895.08
CORE DATA COORDINATES
86-33
85-09
85-06
POINT NORTHING EASTING
A
D D
E D
C O
R E
D A
T A
C O
O R
D
IN
A T
E T
A B
L E
-50
-50
-4
-45
-45
-45
-45
-4
-4
-45
-40
-4
-3
0-
IS
S
U E
D A
T E
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 I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
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
SHEET OF
New York District of Engineers
US Army Corps
N E
W Y
O R
K N
Y
N E
W Y
O R
K D
IS
T
R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IDENTIFICATION
SHEET
W X
X X
X X
-X X
-X -X
X X
X C
E N
A N
-E N
X X
X X
X
-0
N E
W Y
O R
K N
Y
R O
O M
F E
D E
R A
L P
L A
Z A
P H
A S
E I
U N
IO
N
B E
A C
H N
E W
J E
R S
E Y
R A
R
IT
A N
B A
Y A
N D
S A
N D
Y H
O O
K B
A Y
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
D
U C
T
IO
N
READY FOR ADVERTISEMENT
Union Beach_C-107.dgn Plot 5/11/2022 11:10:02 AM
| Union Beach_G-101 |
| C-104 |
| C-107.pdf |
| C-107 |
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