S-102 FLOODWALL PLAN OVERVIEW PART 2_Amendment 7 (2024-08-23).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a plan overview for the S-102 Floodwall portion of the Port Monmouth Hurricane and Storm Damage Reduction Project, Contract 4B in Middletown Township, New Jersey. The project scope includes the construction of 1,521 LF of floodwall, 1,040 LF of levee, and associated drainage structures. Key details include the floodwall plan layout between stations 17+80 and 34+00, the location of expansion joints and bend monoliths, and requirements for compression and tension pile load testing. The U.S. Army Corps of Engineers, New York District intends to issue a solicitation for this work as a small business set-aside. The anticipated solicitation date is May 10, 2024, with bids due approximately 30 days later. The contract duration is 1,300 calendar days from the notice to proceed. The applicable NAICS code is 237990 with a $45 million small business size standard. The overall project value is estimated between $50-75 million.
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Text version
NN
P14
P12
P13
DRAINAGE STRUCTURE, C2-MAIN
DRAINAGE STRUCTURE, C2-3
UNO
JOINT @ 30FT
EXPANSION
MONOLITH
18'-0" 24'-0"
18'-0"
18'-0"24'-0"18'-0"
C O
N T O
N /S -1
CONT ON 2/S-102
M A
Y
C H
K
J A
P
J A
P
A N
S I
D
S-102
F L
O O
D W
A L
L P
L A
N
O V
E R
V
IE
W P
A R
T
S-102
FLOODWALL PLAN OVERVIEW STA 17+80 TO STA 26+60
1/32":1'
S-102
FLOODWALL PLAN OVERVIEW STA 26+60 TO STA 34+00
1/32" : 1'
FLOOD SIDE
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
S -1
F L
O O
D W
A L
L P
L A
N O
V E
R V
IE
W
P A
R T
.d g n
(CAMPBELL GATE)
C A
M P
B E
L L
75 76 77
86 87
104 105 106 107
108 109 110 111
114 115 116 117 118
13189
A
M E
N D
M E
N T
A
U G
-2
C M
S
5.
HERE PER SPEC 31 62 16.16.
COMPRESSION AND TENSION TEST PILE SHALL BE LOADED TO A MAXIMUM OF 300% OF THE DESIGN LOAD SHOWN 4.
SHEET PILE CUT-OFF WALL IS AT CENTERLINE OF FLOODWALL STEM UNLESS NOTED OTHERWISE. 3.
BEND MONOLITHS ARE SHOWN ON SHEETS S-105 AND S-1062.
BEND POINT DENOTED AS P# AND MONOLITH NUMBER DENOTED AS #1.
NOTES:
GREATER IN JOB PILE LENGTH AT THE CONCLUSION OF THE PILE TESTING UNDER THIS CONTRACT.
FOR PRICING PURPOSES ONLY, CONTRACTOR MUST ASSUME THAT (7) PILES OF MONOLITH 82 WILL BE AT LEAST 20 FT 7.
DRIVING OF PILES IN THIS AREA.
CONTRACTOR MUST VERIFY EXISTING SANITARY SEWER LINE AND MANHOLE COVER LOCATIONS PRIOR TO THE 6.
THE CASING AND THE PILE FOR THIS ADDITIONAL LENGTH.
SHALL INSTALL A CASING AROUND THE PILE FOR THE ADDITIONAL LENGTH AND SHALL REMOVE THE SOIL BETWEEN
BETWEEN THE SOIL ELEVATIONS AT THE TEST LOCATIONS AND THE BOTTOM OF THE FLOODWALL. THE CONTRACTOR
CONTRACTOR SHALL ADD ADDITIONAL LENGTH TO THE TEST PILE LENGTH TO ACCOUNT FOR THE DIFFERENCE
1/S-102
ON
CONT
DRAINAGE STRUCTURE, C2-4
P5
P6
P8
P9
P7
P10
P11
NN
DRAINAGE STRUCTURE, C1-MAIN
TEST AREA 4
PILE LOAD
18'-0"
18'-0"
36'-0"
24'-0" 18'-0"
18'-0" 18'-0"
18'-0"
19'-3"
TEST AREA 3
PILE LOAD
TEST AREA 5
PILE LOAD
STA. 23+98.25 TO STA. 24+28.25
TRANSITION MONOLITH
UNO
JOINT @ 30FT
EXPANSION
MONOLITH
85126 (COMPRESSION)SECONDARY TEST PILE
62126 (COMPRESSION)PRIMARY TEST PILE
@ EL -2.5 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT)DESIGN LOAD PILE LOAD TEST AREA 4
85145 (COMPRESSION)SECONDARY TEST PILE
75145 (COMPRESSION)PRIMARY TEST PILE
@ EL -4 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT)DESIGN LOAD PILE LOAD TEST AREA 3
128 (TENSION)
85131 (COMPRESSION),SECONDARY TEST PILE
128 (TENSION)
75131 (COMPRESSION),PRIMARY TEST PILE
@ EL -6 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT) DESIGN LOADPILE LOAD TEST AREA 5
048 16 32
" =1'32
SCALE:
NOTE 6 & 7
SEE GENERAL
CONT ON 1/S-103
S
O L
IC
IT
A T
IO
N
N O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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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
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U M
B E
R
S I Z
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S U
B M
IT
T
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B Y
P L
O T
S C
A L
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D A
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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
IS
S
U E
D A
T E
New York District of Engineers
US Army Corps
SHEET OF
U .S
A
R M
Y C
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P S
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E N
G
IN
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IC
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IT
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B A
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P O
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M O
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T H
N
J
P H
A S
E I
I, C
O N
T R
A C
T
B
SHEET
IDENTIFICATION
0+
0 1
0 1 0 1 0 1 0 1 0 1 0 1
0 1
0 1
0 2
0 2
0 2
0 2
0 2
G
W
W W
B R
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G E
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C R
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C o m p to n s C re e k
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