C-106.pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a set of construction plans related to the Port Monmouth Hurricane and Storm Damage Reduction Project, Contract 4B, in Middletown Township, New Jersey. The project scope includes construction of 1,521 LF of floodwall, 1,040 LF of levee, and associated features such as culverts, drainage structures, and levee access ramps.
The U.S. Army Corps of Engineers, New York District, plans to issue a solicitation for this work as a firm-fixed-price contract using an Invitation for Bids (IFB) method. The solicitation is expected to be issued on or about May 10, 2024, with bids due approximately 30 days later. This will be a Small Business Set-Aside acquisition with a base period of performance of 1,300 calendar days from the Notice to Proceed date. The magnitude of this construction project is estimated to cost between $50 and $75 million.
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Text version
N
AT BROADWAY
CLOSURE GATE
PROPOSED
E 6048
E 6050
N
N
N
(SEE NOTE 5)
SEWER TO BE REPLACED
EXIST. 30" SANITARY
PM 14-29
BORING LOCATION
PM 14-28
BORING LOCATION
PM-3
BORING LOCATION
G
I
(L = 40')
OVERFLOW CULVERTS
12" � R.C.P. (cl. IV)
SLOPE = 2.5V:1H
WIDTH = 2.5' TO VARIES
INV OUT <1.0>
INV IN <1.1>
PROPOSED CHANNEL 'C 2-1'
WORK LIMITS
CONTRACTOR'S
EASEMENT LINE
PERMANENT
N
9+
(SEE NOTE 8)
FOUNDATION
POSSIBLE ABANDONED
AT MONOLITH 132 (SEE S-103)
PRIOR TO DRIVING PILES
RELOCATED BY CONTRACTOR
NJNG LINE TO BE
EL. 13.5
TOP OF LEVEE
TOE OF LEVEE
TOE OF SLOPE
PROPOSED SWALE
TOP OF SLOPE
PROPOSED SWALE
TOWARDS NEW CHANNEL
FILLED AND GRADED
EXIST. DITCH TO BE
ELEV <1.1>
RIPRAP OUTLET
WORK LIMITS
CONTRACTOR'S
EASEMENT LINE
PERMANENT
EASEMENT LINE
PERMANENT
'C 2-1'
STRUCTURE
DRAINAGE
STA 47+25
A A
M
A
D D
E D
N O
T E
-A U
G
A
S L
O P
E 1:
.5
S L
O P
E 1:
.5
MORE DETAILS
SEE SHEET C-516 FOR
LEVEE ACCESS RAMP;
PROJECT BASELINE
H
J
E N D
O F
C
O N T R A C T
B
M A
T C
H
L
IN
E
S H
E
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C-106
A N
S I D
N S
N S
N S
N .T
.S
K W
S
IT
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L A
N
60'
SCALE:1"= 30'
0 30'
STA 41+20 TO STA 49+47
S T
A
T O
S T
A
CULVERTS (L = 40')
30" � R.C.P. (cl. IV)
H
G
INV <1.80>
E 604,765.6
N 582,134.5
STA 46+92
INV <1.90>
E 604,776.6
N 582,072.5
STA 46+29
CULVERT DATA
INV <3.50>
E 604,823.2
N 582,242.1
STA 47+93
INV <3.50>
E 604,803.0
N 582,207.3
STA 47+53
J
I
LIMITS IN BLOCK 136, LOT 7. THE CONTRACTOR SHALL BE PREPARED TO REMOVE ANY DEBRIS AS NECESSARY DURING CONSTRUCTION.
POSSIBLE FOUNDATION FROM AN ABANDONED HOME MAY BE ENCOUNTERED DURING CONSTRUCTION WITHIN THE CONTRACTOR'S WORK 8.
REFER TO SPEC SECTION 00 90 03 FOR BORING DATA.7.
REFER TO SHEET C-515 FOR RIPRAP OUTLET DIMENSIONS.6.
AND FOR GAS MAIN TO BE REPLACED/RELOCATED WITHIN BROADWAY.
REFER TO SHEET C-110 FOR PLAN AND PROFILE OF 30" SANITARY SEWER TO BE REPLACED, 5.
SEE SHEET S-107 FOR BROADWAY FLOOD GATE FOUNDATION PLAN AND SCHEMATIC, AND SHEET S-303 FOR SECTIONS.4.
SEE SHEET S-517 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-1'.3.
EXCEPT AS OTHERWISE SPECIFIED.
ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL BE REMOVED AND RESTORED, 2.
REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.
NOTES:
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