Drawings Amendment 1 - Minish3B_C301_markup_RFI.pdf
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- Solicitation number
- W912DS24B0001
About this file
This document appears to be drawings and specifications related to a federal construction contract opportunity. The key details are:
The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bid (IFB) for Contract 3B of the Joseph G. Minish Passaic River Waterfront Park and Historic Area Project in Newark, New Jersey. The project consists of constructing approximately 905 LF of cantilever or tie-back sheet pile wall with a reinforced concrete cap. Additional work includes storm drain outlets, concrete inlets, and steel railing. The project magnitude is estimated between $10,000,000 - $25,000,000. The contract will be awarded through full and open competition with a HUBZone preference. The period of performance is 425 calendar days. The applicable NAICS code is 237990 for Heavy Construction. All questions must be submitted in writing to the Contract Specialist. The solicitation and amendments will be issued electronically through the Contract Opportunities website.
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Text version
-50
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
FG
FG
1.
FG
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0.
FG
.5
FG
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FG
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FG
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FG
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FG
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FG
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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
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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
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-20
-10
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
FG
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FG
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FG
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FG
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FG
0.
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0.
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0.
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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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RTA SUBMISSION
E2 ELEVATION STA. 4+70 TO 9+13.71
SCALE: 1" = 20'
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SCALE: 1" = 20'
20' 40'0
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
0+00
-40
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0 25 50 75 1000-25-50-75-100
1+00
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0 25 50 75 1000-25-50-75-100
2+00
-40
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-20
-10
0 25 50 75 1000-25-50-75-100
3+00
-40
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-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
4+00
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
5+00
-40
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-20
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-40
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-10
0 25 50 75 1000-25-50-75-100
EXISTING
GRADE
BULKHEAD
LAND SIDE
PROPOSED GRADE
TOP OF
DEADMAN EL. 8.0
MHT +2.3
MLT -2.9
BOTTOM OF
DEADMAN EL. -12.0
RIVER SIDE
MHT: MEAN HIGH TIDE
MLT: MEAN LOW TIDE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -24.0
BULKHEAD
LAND SIDE
PROPOSED GRADE
RIVER SIDE
PROPOSED CONCRETE CAP
TIEBACK EL. 6.0
BOTTOM OF BULKHEAD EL. -24.0
BULKHEAD
LAND SIDE
PROPOSED GRADE
RIVER SIDE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -26.0
EXISTING
GRADE
BULKHEAD
LAND SIDE
PROPOSED GRADE
RIVER SIDE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -26.0
TIEBACK EL. 7.0
(SKEWED AT 10°)
TIEBACK EL. 6.0
TIEBACK EL. 6.0
MEET EXISTING
GRADE
MEET EXISTING
GRADE
MEET EXISTING
GRADE
EXISTING
GRADE
TOP OF
DEADMAN EL. 8.0
BOTTOM OF
DEADMAN EL. -12.0
TOP OF
DEADMAN EL. 8.0
BOTTOM OF
DEADMAN EL. -12.0
TOP OF
DEADMAN EL. 8.0
BOTTOM OF
DEADMAN EL. -12.0
PROPOSED GRADE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED GRADE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
61.00
EXISTING
GRADE
MEET EXISTING
GRADE
EXISTING
GRADE
MEET EXISTING
GRADE
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
MEET EXISTING GRADE
EXISTING GRADE
1%
1%
1%
1%
1%
1%
MHT +2.3
MLT -2.9
MHT +2.3
MLT -2.9
MHT +2.3
MLT -2.9
MHT +2.3
MLT -2.9
MHT +2.3
MLT -2.9
61.00
61.00
61.00'
BOTTOM OF MID-SPAN
SUPPORT EL. -12.0
BOTTOM OF MID-SPAN
SUPPORT EL. -12.0
BOTTOM OF MID-SPAN
SUPPORT EL. -12.0
BOTTOM OF MID-SPAN
SUPPORT EL. -12.0
4.0' WIDE GRAVEL STRIP
4.0' WIDE GRAVEL STRIP
4.0' WIDE GRAVEL STRIP 4.0' WIDE GRAVEL STRIP
4.0' WIDE GRAVEL STRIP
4.0' WIDE GRAVEL STRIP
PERFORATED
SUBDRAIN (TYP.)
AND GRAVEL
ENVELOPE
37.71'
EL. 9.70'
EL. 11.36'
58.72'
58.69'
58.71' 33.39'
EL. 6.00'
EL. 9.38'
EL. 7.00'
EL. 9.91'
EL. 6.41'
EL. 9.38'
EL. 8.16'
EL. 9.17'
EL. 9.12'
58.76
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20' 40'0
15 40
AutoCAD SHX Text
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FOR BOTTOM OF SHEET PILE AND SOLDIER PILE ELEVATIONS, SEE TABLE ON C201.
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