MINISH3B C-201-PROFILE_05-02-2024.pdf
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- Solicitation number
- W912DS24B0001
About this file
This document is a federal solicitation for Contract 3B of the Joseph G. Minish Passaic River Waterfront Park and Historic Area Project in Newark, New Jersey. The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bid (IFB) for the construction of approximately 905 LF of cantilever or tie-back sheet pile wall to sheet pile deadman and reinforced concrete cap, as well as additional project features including storm drain outlets with concrete inlets and steel railing with mesh infill panels. The project magnitude is estimated between $10,000,000 - $25,000,000 and the period of performance is 425 calendar days. This will be an unrestricted full and open competition with HUBZone preference. The applicable NAICS code is 237990 for General Contractors - Heavy Construction. All questions must be submitted in writing to the Contract Specialist. The solicitation and amendments will be issued electronically via the Contract Opportunities website.
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Text version
-50
-40
-30
-20
-10
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
FG
FG
1.
FG
0.
FG
0.
FG
.5
FG
.5
FG
.5
FG
.5
FG
.5
FG
.5
FG
.5
NB S N
BOTTOM OF BULKHEAD (TIP OF SOLDIER PILE) EL. -28.0'
BEGINNING OF NEW BULKHEAD
STA. 0+00
EL. 11.5
NEW INLET AND DRAIN
(SEE SHEET C-502)
EXISTING OUTFALL PIPE
24" CONCRETE
INV. -1.4
EXISTING GRADE
FG
.5
2+75
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -0.4
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -1.8
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -0.9
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -0.3
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -1.7
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -1.1 POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. 0.2
BULKHEAD TO MEET EXISTING
BRIDGE STREET ABUTMENT.
SEE STRUCTURAL DETAILS.
INLET 2
STA: 3+85
RIM: 8.32
INV. A: 2.59
INV. A: -1.59
INV. B: 3.97
CO 5
STA: 4+50
RIM: 8.83
INV. 4.46
FG
.5
3+85
CO 1
STA: 0+00
RIM: 11.31
INV. B: 5.48
CO 4
STA: 3+50
RIM: 8.83
INV. 2.86
6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75%
CO 2
STA: 2+00
RIM: 8.83
INV. 3.98
INLET 1
STA: 1+20
RIM: 8.72
INV. A: 4.58
INV. A: -0.62
INV. B: 4.58
S
INV. N: 4.58
INV. S: 4.56
INV. IN: 1.49
INV. OUT: -0.72
INV. N: 2.61
INV. S: 3.99
INV. IN: -1.17
INV. OUT: -1.69
6" PERFORATED
SUBDRAIN, 0.75%
CO 3
STA: 2+75
RIM: 8.83
INV. 3.42
6" PERFORATED
SUBDRAIN, 0.75%
FG
.7
1+20
POTENTIAL EXISTING
OUTFALL PIPE 3" DIA
INV. -0.7
BOTTOM OF CAP EL. -5.3'
TIE BACK SHEET PILE WALL WITH WIDE FLANGE BEAMS (I.E. KING PILES)
STA. 0+00 TO STA. 3+90
CANTILEVER SHEET PILE WALL WITH
WIDE FLANGE BEAMS
(I.E. KING PILES)
STA. 3+90 TO STA. 9+13.71
APPROXIMATE ROCK LINE
BOTTOM OF BULKHEAD (TIP OF SOLDIER PILE) EL. -29.0'
TOP OF NEW BULKHEAD
STA. 1+37
EL. 9.5
TOP OF SHEET PILE
-40
-30
-20
-10
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
FG
.5
FG
.5
FG
.7
FG
.9
FG
0.
FG
0.
FG
0.
FG
0.
FG
0.
FG
END OF NEW BULKHEAD
STA. 9+13.71
EL. 10.5
EXISTING GRADE
FG
0.
8+75
6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75%
CO 9
STA: 7+50
RIM: 9.66
INV. 4.46
INLET 3
STA: 9+00
RIM: 9.33
INV. A: 3.33
CO 8
STA: 6+75
RIM: 9.37
INV. 5.02
FG
0.
6+75
BOTTOM OF BULKHEAD (TIP OF SOLDIER PILE) EL. -30.0'
CO 6
STA: 5+25
RIM: 8.83
INV. 5.02
6" PERFORATED SUBDRAIN, 0.75% 6" PERFORATED SUBDRAIN, 0.75%
CO 7
STA: 6+00
RIM: 9.07
INV. A: 5.58
INV. B: 5.58
N
INV. N: 3.35
INV. OUT: 0.4
CO 10
STA: 8+25
RIM: 9.83
INV. 3.89
6" PERFORATED
SUBDRAIN, 0.75%
FG
.5
5+25
A B
BOTTOM OF CAP EL. -5.3'
EXISTING OUTFALL PIPE
18" CONCRETE
INV. -1.4
CANTILEVER SHEET PILE WALL WITH WIDE FLANGE BEAMS (I.E. KING PILES)
STA. 3+90 TO STA. 9+13.71
APPROXIMATE ROCK LINE
TOP OF NEW BULKHEAD
STA. 5+43
EL. 9.5
TOP OF NEW BULKHEAD
STA. 7+92
EL. 10.5
TOP OF SHEET PILE
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E2 ELEVATION STA. 4+70 TO 9+13.71
SCALE: 1" = 20'
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20' 40'0
14 40
NOTES:
1. ROCKLINES ARE APPROXIMATE AND BASED ON HISTORIC BOREHOLE LOGS.
2. ALL SHEET PILES SHALL BE INSTALLED TO MINIMUM DESIGN TIP ELEVATIONS SHOWN
ON THE TABLE OR SHALL REST ON TOP OF THE ROCK USING A VIBRATORY HAMMER
WITH A MINIMUM CENTRIFUGAL FORCE OF 550 KIPS AND VARIABLE FREQUENCY.
REFER TO "TYPICAL CANTILEVER BULKHEAD CAP SECTION" DETAIL ON SHEET S-501
AND DESIGN DOCUMENTATION REPORT FOR TOP OF SHEET PILE ELEVATIONS.
3. ALL SOLDIER PILES SHALL BE INSTALLED TO THE MINIMUM TIP ELEVATIONS SHOWN
IN THE TABLE AND SHALL HAVE A MINIMUM 6-FEET BEDROCK EMBEDMENT,
WHICHEVER IS DEEPER, I.E. ROCK SOCKET BY DRILLING.
DESCRIPTION STA 0+00 TO STA 0+16 STA 0+16 TO STA 1+90 STA 1+90 TO STA 3+90 STA 3+90 TO STA 9+13.71
APPROXIMATE TOP
OF ROCK LINE (FT.)
TIP OF SOLDIER PILE
(FT.)
EL. -22.00
EL. -28.00
EL. -22.00 EL. -23.00 EL. -23.00
EL. -28.00 EL. -29.00 EL. -30.00
TIP OF SHEET PILE
(FT.) (SEE NOTE 2) EL. -22.00 EL. -22.00 EL. -23.00 EL. -23.00
THIS 3B PROFILE
SHEET C-201 SHALL
REPLACE SHEET C-201
IN THE DRAWING SET
ADVERTISED ON
16 APRIL 2024
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