L-104 Amend0011.pdf
PDF 636 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document is a solicitation for Contract 4B of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bids (IFB) for a firm-fixed-price construction contract. The project scope includes 1,521 LF of floodwall, 1,040 LF of levee, 3,100 CY of contaminated non-hazardous material removal, 15,510 CY of excess/unsatisfactory material haul and disposal, 2,405 CY of borrow material, 2 road closure gates, and 119,300 LF of steel H-piles. This will be a Small Business Set-Aside with an estimated project cost between $50-$75 million. The IFB is anticipated to be issued on or about May 10, 2024, with bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed (NTP) date.
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Text version
' 6
'4
18"� RCP
195 LF
OUTLET
RIP-RAP
'C 2-3'
STRUCTURE
DRAINAGE
STA 28+05
'C 2-4'
STRUCTURE
DRAINAGE
STA 24+60
OUTLET
RIP-RAP
TOP OF SLOPE
PROPOSED SWALE
TOE OF SLOPE
PROPOSED SWALE
PERMANENT EASEMENT
PERMANENT EASEMENT
CONTRACTOR'S WORK LIMITS
STAGING AREA 4B-2
CONTRACTOR'S WORK LIMITS ONE-TO-ONE REPLACEMENT
REFENCE SPECIFICATION SECTION ON
TREE SURVEY REQUIRED IN THIS AREA,
L -1
.d g n
L-104
A N
S I D
N S
N S
N S
N .T
.S
K W
S
T A
T
O S
T A
(SEE NOTE 5)
SEWER TO BE REPLACED
EXIST. 8" SANITARY
L A
N D
S C
A P
IN
G
P L A
N
A
A
EL. 13.0 (TYP)
TOP OF WALL
N
M A T
C H
L
IN
E
S
H E E
C -1
E 605000
E 604800
E 604600
N
N
E 604400
60'
SCALE:1"= 30'
0 30'
STA 23+60 TO STA 31+30
M A
T C
H
L
IN
S H
E
C
SHEET C-518. DEER FENCING AND GOOSE FENCING TO BE PROVIDED FOR ALL PLANTINGS.
5. HERBIVORY FENCING SHALL BE PLACED OVER THE SCRUB SHRUB AND HIGH MARSH PLANTINGS. REFER TO
4. REFER TO SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.
DISTURBANCES, OR IN THEIR PROPER SEQUENCE, UNTIL PERMANENT PROTECTION IS ESTABLISHED.
FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY" PRIOR TO ANY MAJOR CONSTRUCTION
3. ALL SOIL AND EROSION CONTROL DEVICES SHALL BE IN PLACE IN ACCORDANCE WITH THE "STANDARDS
2. REFER TO SHEETS C-101 THROUGH C-107 FOR THE SITE PLANS.
1. REFER TO SHEETS C-501 THROUGH C-503 FOR EROSION AND SEDIMENT CONTROL DEVICE DETAILS.
NOTES
PLANTING LEGEND
TURF GRASS
NATIVE GRASS
A M
R
E V
IS
E
D P
L A
N T
IN
G
L A
Y O
U T
-S
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SCRUB SHRUB
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R
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IS
E
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N
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L
IC
IT
A
T
IO
N N
O
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E
D W
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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B E
R
S
IZ
E
S U
B M
IT
T
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
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IS
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U E
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IS
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W Y
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K
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W Y
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New York District
P O
R T
M O
N M
O U
T H
N
J P
H A
S E
I I, C
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T R
A C
T
B R
A R
IT
A
N B
A Y
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A N
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H O
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B A
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IC
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M D
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N
+0
1+
1.3
.2
1.1
W
W
W
W
W
G
.0
S
S
R .2
G=4.45
R=4.61
R=6.29
R .9
G=4.58
G=6.07
G=5.26
VISIBLE
NO PIPE
-1
I= .4
I=3.4
I= .4
I=2.45
8" S
S
8" S
I=-5.02
I=-1.34
I= -4.05
I=-4.05
I=-1.37
I=-3.98
I=2.58
I= .4
I=3.37I=3.07 I=2.39
I= .19
I=2.79
PIPE END
COULD NOT LOCATE
PIPE END
COULD NOT LOCATE
OUTFALL
I=2.79
I=2.04
I=1.99
D
15" D 18" D18" D
D
2" G 2" G
2" G 6" W
6" W 6" W 6" W
6" W
18" D
18" D
12" D
" D
8" S
S
.5
.6
CB
CB
.3
4.9
CB
CB
D
IR
T
.5
.5
.4
.1
5.7
CB
6.6
.1
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