S-102 FLOODWALL PLAN OVERVIEW PART 2_Amendment 11 (2024-09-16).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a detailed plan overview for the S-102 floodwall portion of the Port Monmouth Hurricane and Storm Damage Reduction Project, Contract 4B. The overview depicts the floodwall plan from station 17+80 to 34+00, showing the layout of the floodwall, drainage structures, expansion joints, and test pile areas. Key details include:
The contract scope requires construction of 1,521 LF of floodwall, 1,040 LF of levee, 3,100 CY of contaminated non-hazardous material removal, 15,510 CY of excess material haul and disposal, 2,405 CY of borrow material, 2 road closure gates, and 119,300 LF of steel H-piles with 11 total static load tests. The contract will be a small business set-aside with an anticipated IFB issue date of 10 May 2024 and bids due 30 days later. The base period of performance is 1,300 calendar days from the notice to proceed. The contract is estimated to cost 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
A U
G -2
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 M
E N
D M
E N
T
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
106198 (COMPRESSION)SECONDARY TEST PILE
62198 (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
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IT
A T
IO
N
N O
F
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C K
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2 3
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4 5
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P L
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D A
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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
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IN
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N
J
P H
A S
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A C
T
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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
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C o m p to n s C re e k
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