MINISH3B C-301-C-302 CROSS SECTIONS_REV 05-09-2024.pdf
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- Solicitation number
- W912DS24B0001
About this file
This document contains cross-section drawings for the Passaic River Waterfront Park and Historic Area Construction Contract 1 (formerly 3B) project in Newark, New Jersey. The drawings depict the proposed construction of approximately 905 linear feet of cantilever or tie-back sheet pile wall with a reinforced concrete cap. Additional project features include 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. The contract will be awarded through full and open competition with a HUBZone preference. The period of performance is 425 calendar days from the Notice to Proceed date. The applicable NAICS code is 237990 for General Contractors - Heavy Construction.
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NOTES:
1. EXISTING TIMBER BULKHEAD AND EXISTING SHEET PILE DEPTHS ARE ASSUMED, AND NOT GUARANTEED. LOCATIONS ARE
BASED ON SURVEY DATA, REFER TO SURVEY NOTES ON G-003.
6+00
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
7+00
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
7+50
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
8+00
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
8+50
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
9+00
-40
-30
-20
-10
-40
-30
-20
-10
0 25 50 75 1000-25-50-75-100
PROPOSED GRADE
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
PROPOSED CONCRETE CAP
BOTTOM OF BULKHEAD EL. -30.0
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
BULKHEAD
LAND SIDERIVER SIDE
MEET EXISTING GRADE
EXISTING
GRADE
MEET EXISTING GRADE
EXISTING
GRADE
MEET EXISTING GRADE
EXISTING
GRADE
MEET EXISTING GRADE
EXISTING
GRADE
MEET EXISTING GRADE
EXISTING
GRADE
MEET EXISTING GRADE
EXISTING
GRADE
MHT: MEAN HIGH TIDE
MLT: MEAN LOW TIDE
1%
1%
1% 1%
1%
1%
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
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
MHT +2.3
MLT -2.9
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
47.27'
37.54'
27.43'
21.39'
15.72'
14.91'
EL. 9.12'
EL. 9.79'
EL. 9.89'
EL. 10.00'
EL. 9.95'
EL. 9.94'
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
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AutoCAD SHX Text
0+00
-40
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-20
-10
-40
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-20
-10
0 25 50 75 1000-25-50-75-100
1+00
-40
-30
-20
-10
-40
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0 25 50 75 1000-25-50-75-100
2+00
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-10
-40
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0 25 50 75 1000-25-50-75-100
3+00
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0 25 50 75 1000-25-50-75-100
4+00
-40
-30
-20
-10
-40
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-20
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0 25 50 75 1000-25-50-75-100
5+00
-40
-30
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-10
-40
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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
EX TIMBER
BULKHEAD
(SEE NOTE 1)
EX TIMBER
BULKHEAD
(SEE NOTE 1)
EX TIMBER
BULKHEAD
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
EX SHEET PILE
(SEE NOTE 1)
NOTES:
1. EXISTING TIMBER BULKHEAD AND EXISTING SHEET PILE DEPTHS ARE ASSUMED, AND NOT GUARANTEED. LOCATIONS ARE
BASED ON SURVEY DATA, REFER TO SURVEY NOTES ON G-003.
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