L-103.pdf
PDF 1 MB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be a government file containing a landscape plan (L-103.dgn) related to a federal contract opportunity. The key details are:
The U.S. Army Corps of Engineers, New York District intends to issue a solicitation for a firm-fixed-price contract to construct the Phase II, Contract 4B components of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The project scope includes construction of 1,521 LF Floodwall, 1,040 LF Levee, contaminated material handling, excess material hauling and disposal, borrow material, road closure gates, and steel H-piles. This will be a Small Business Set-Aside acquisition, with the IFB expected to be issued around May 10, 2024 and bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed. The applicable NAICS code is 237990 with a $45 million size standard, and the estimated contract value is between $50-75 million.
View the file
Other files
Show 40 more
Latest 50 of 82 listed here. See the rest on GovTribe.
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
CONTRACTOR'S WORK LIMITS
L -1
.d g n
L-103
A N
S I
D
N S
N S
N S
N .T
.S
K W
60'
SCALE:1"= 30'
0 30'
STA 15+30 TO STA 23+60
S T
A
T
O S
T A
MATCH
LIN
E
SHEET
C-
SHEET C-518. DEER FENCING AND GOOSE FENCING TO BE PROVIDED FOR ALL PLANTINGS.
5. HERBIVORY FENCING SHALL BE PLACED OVER THE 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
HIGH MARSH
L A
N D
S C
A P
IN
G
P L
A N
A
AA
A
M
A D
D E
D N
O T
E A
U G
(CONTRACTOR WORKING LIMITS)
TEMPORARY EASEMENT LINE
(CONTRACTOR WORKING LIMITS)
TEMPORARY EASEMENT LINE
EL. 13.0 (TYP)
TOP OF WALL
REFERENCE LINE
E
E
E
N
N
CHANNEL
PROPOSED
TRAIL
MEET EXISTING
E: 604654.50
N: 579763.88
MCBOA MANHOLE
TOP OF SLOPE
PROPOSED SWALE
TOE OF SLOPE
PROPOSED SWALE
OUTLET
RIPRAP
AT CAMPBELL AVE
PROP. CLOSURE GATE
OUTLET
RIPRAP
'C 1-MAIN'
STRUCTURE
DRAINAGE
STA 19+14
'C 1-1'
STRUCTURE
DRAINAGE
STA 16+30
TRAIL
MEET EXISTING
HUDSON TRAIL
PROP. HENRY
CULVERTS (INV 1.7)
(cl. IV) OVERFLOW
TWIN 12" � R.C.P.
N
CONTRACTOR'S WORK LIMITS
PERMANENT EASEMENT
EASEMENT
PERMANENT
M A T C
H
LIN
E
S H E E T
C -10
N 580000
OF 131SHEET
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
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
IN
E E
R S
IS
S
U E
D A
T E
N E
W Y
O R
K D
IS
T
R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
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
O N
T R
A C
T
B R
A R
IT
A
N B
A Y
S
A N
D Y
H O
O K
B A
Y H
U R
R
IC
A N
E
S T
O R
M D
A M
A G
E R
E D
U C
T
IO
N
T
3+
T
T
5+00T
T
1+
0 2 +0
+0
01.5'
1.5'
T
1+
T
0+0 0T
8+99T
T
.1
W
-1
8 8
" W
" W
3.5
3.6
3.7
3.5
3.2
4.6
5.3
5.4
.4
.9
5.4
5.7
File details come from the government source that posted it. Updated .