S-103 FLOODWALL PLAN OVERVIEW PART 3_Amendment 11 (2024-09-16).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a part of the solicitation for Contract 4B of the Port Monmouth Hurricane and Storm Damage Reduction Project. The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bids (IFB) for the construction of 1,521 LF Floodwall, 1,040 Levee, and other related work such as contaminated material handling, pile installation, and load testing. The project is estimated to cost between $50 million and $75 million and will be acquired as a Small Business Set-Aside. 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 date. Interested parties must be registered in the System for Award Management (SAM) to access the solicitation documents.
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Text version
NN
P15
P16
PILE LOAD TEST AREA 6
C M
S
E
P -2
M A
Y
C H
K
J A
P
J A
P
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S-103
F L
O O
D W
A L
L P
L A
N
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W P
A R
T
S-103
FLOODWALL PLAN OVERVIEW STA 46+36 TO 48+49
1/32" : 1'
048 16 32
" =1'32
SCALE:
FLOOD 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
S-103
FLOODWALL PLAN OVERVIEW STA 34+00 TO STA 36+39
1/32" : 1'
(BROADWAY GATE)
13190
P17
P18
MONOLITH JOINT @ 30FT UNO
DRAINAGE STRUCTURE, C2-1
NN
5.
SHEET PILE CUT-OFF WALL IS AT CENTERLINE OF FLOODWALL STEM UNLESS NOTED OTHERWISE. 4.
BEND MONOLITHS ARE SHOWN ON SHEETS S-105 AND S-1063.
BEND POINT DENOTED AS P# AND MONOLITH NUMBER DENOTED AS #2.
LEVEE TO FLOODWALL TRANSITION DETAIL ON SHEET S-1041.
NOTES:
ADDITIONAL LENGTH AND SHALL REMOVE THE SOIL BETWEEN THE CASING AND THE PILE FOR THIS ADDITIONAL LENGTH.
AT THE TEST LOCATIONS AND THE BOTTOM OF THE FLOODWALL. THE CONTRACTOR SHALL INSTALL A CASING AROUND THE PILE FOR THE
CONTRACTOR SHALL ADD ADDITIONAL LENGTH TO THE TEST PILE LENGTH TO ACCOUNT FOR THE DIFFERENCE BETWEEN THE SOIL ELEVATIONS 6.
COMPRESSION AND TENSION TEST PILE SHALL BE LOADED TO A MAXIMUM OF 300% OF THE DESIGN LOAD SHOWN HERE PER SPEC 31 62 16.16.
PILE LOAD TEST AREA 7
128 (TENSION)
85131 (COMPRESSION)SECONDARY TEST PILE
128 (TENSION)
75131 (COMPRESSION)PRIMARY TEST PILE
@ EL -6 (SEE NOTE #6)(KIPS) SEE NOTE #5
EMBEDMENT PILE LENGTH (FT)DESIGN LOADPILE LOAD TEST AREA 6
101135 (COMPRESSION)SECONDARY TEST PILE
54135 (COMPRESSION)PRIMARY TEST PILE
@ EL -2.5 (SEE NOTE #6)(KIPS) SEE NOTE #5
EMBEDMENT PILE LENGTH (FT)DESIGN LOADPILE LOAD TEST AREA 7
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
A M
E N
D M
E N
T
STA. 47+12.61 TO STA. 47+42.61
TRANSITION MONOLITH,
/S-102
ON 2
CONT
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New York District of Engineers
US Army Corps
SHEET OF
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IDENTIFICATION
36+00
37+00
0 3
35+50
35+60
35+70
35+80
35+90
36+10
36+20
36+30
36+40
36+50
36+60
36+70
36+80
36+90
37+10
37+20
37+30
0 4
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