Amendment 0005_20230906_USAG-WP-DPW SEPTEMBER 6.pdf
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- Solicitation number
- W912DS23B0020
About this file
This solicitation is for repair work at the North Dock of the West Point Army Garrison. The solicitation seeks bids for rehabilitation of the existing sheet pile bulkhead and revetment, including installation of new sheet piles, rock anchors, and drainage improvements. The work will be performed along the Hudson River and involve demolition and reconstruction of approximately 500 linear feet of bulkhead. Bids are due by July 19, 2023, and the contract is valued between $2-5 million. The selected contractor must complete all work by November 2023. The soliciting agency is the Department of the Army Corps of Engineers, New York District.
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Text version
S
E
E
BM
E
E
MW
C B
W
E
MW
CB
E
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
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E
E
E
E
E
E
E E
E
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E
E E
E
E
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E
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E E E E E E E E E E E E E E E E E E E E
E
E
E
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E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
SD
SD
SD
SD
SD
S D
S D
S D
S D
S D
S D
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
S
A
N
S
A
N
S
A
N
S
A
N
ASPHALT PARKING LOT
ASPHALT PARKING LOT
3" CHERRY
3" CHERRY
3" CHERRY
8" BIRCH
8" BIRCH
6" BIRCH
6"
BIRCH
10"
BIRCH
4" SPRUCE
4" SPRUCE
4" SPRUCE
24"
WILLOW
10" ELM
10" ELM
6" CEDAR
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
22" PINE
4" MAPLE
GRASS
GRASS
S A
N
PICNIC
TABLE
G
R
A
V
L
P
A
T
H
MULCH
PLANTING
AREA
STONE
PLANTING
AREA
STONE
PLANTING
AREA (TYP.)
HUDSON RIVER
HUDSON RIVER
HUDSON RIVER
P
I
T
C
H
R
O
A
D
A
S
P
H
A
L
T
RAISED
CONC.
STRUCTURE
VAULT ON
CONC. PAD
UTIL.
CABINET ON
CONC. PAD
"DANGER
DO NOT ENTER"
C
O
N
C
C
U
R
B
SOLAR PANEL
ON CONC. BASE
WIND
MEASUREMENT
POLE
A S
P H
A
LT
S
ID
E W
A
LK
A S
P H
A
T
I D
E W
A L K
ASPHALT SIDEWALK
BENCH (TYP.)
E
GARBAGE
CAN (TYP.)
GRAVEL
AREA
ROCKS
BRUSH
AREA
ROCKS
WOODED AREA
CONC.
HEADWALL
CONC.
CURB
ASPHALT
ASPHALT
STONE WALL
REMAINS
CONC.
WALL
STONE
WALL
DRAINAGE
DITCH
1" METAL
POST
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.7
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.8
ROCKS
GRASS
10"
BIRCH
3" CEDAR
20" SYCAMORE
20" SYCAMORE
GRASS/ROCKS
HUDSON RIVER
BENCHMARK 1
BOX CUT ON CORNER
OF CONC. SLAB
EL.=6.44
BM
BENCHMARK 2
X-CUT NHOA
HYDRANT BOLT
EL.=12.99
GPS 15
MAG NAIL SET IN PAVEMENT
N: 934074.8419
E: 640949.5194
GPS 14
ALUMINUM CAPPED
IRON ROD
N: 934388.3734
E: 641311.8200
X X
X X
X
XXXX
X X
X X
X
X X X X
10 11 12 13
S t a
S t a
S t a
S t a
W P
S t a
S t
S t a
W P
S t a
W P
S ta
.1
S ta
S t a
S t a
S t
S t
S t
S t
S ta
.0
Sta. 5 +58.72
S t
S t
S t
S t a
S ta
. 1
S t
10 11 12 13 14
N
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
C
N
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
F
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
U
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
A1
SITE PLAN
SCALE: 1"=40'
I S
S U
D
V
M E
N D
M E
N T
I S
S U
E
N D
M E
N T
J
W
E A
V E
R
D
P
A T
E L
J
K
U R
N A
T H
S I T
E
P
L A
N
C I V
I L
CS101
SHEET KEYNOTES
N
40' 80'0
1. LIMIT OF DISTURBANCE - 12,500± SF (TYP.)
2. APPROXIMATE LOCATION OF CSX RAILROAD EASEMENT
LINE.
3. PORTABLE TEMPORARY CONSTRUCTION FENCE. MAINTAIN
A MINIMUM OF 5' CLEARANCE FROM CSX RAILROAD
EASEMENT LINE. LOCATE GATE AS NEEDED FOR
CONSTRUCTION ACCESS. (TYP.)
4. REPAIR/RESTRIPE PARKING AREA IF DAMAGED DURING
CONSTRUCTION PER COR DETERMINATION AND APPROVAL.
MATCH EXISTING STRIPING.
5. EDGE OF PAVEMENT. (TYP.)
6. FILL AREA FROM LOD UP TO MARITIME INSTALLATION.
COVER WITH TOPSOIL, FERTILIZER, AND SEED. (TYP.)
(SEE SHEET S-103)
7. MARITIME REVETMENT AND SHEET PILE INSTALLATION.
(SEE REVETMENT AND SHEET PILE DRAWINGS).
UNDOCUMENTED AND UNCONFIRMED STORM WATER
OUTFALLS MAY EXIST IN THE REVETMENT. ASSUME ONE
10-INCH OUTFALL AND ONE 24” OUTFALL. IF ENCOUNTERED,
NOTIFY THE CONTRACTING OFFICER, FIELD VERIFY
DIMENSIONS, INVERTS, AND ALIGNMENT, AND TIE IN TO
PROPOSED REVETMENT CONSTRUCTION TO ENSURE
POSITIVE DRAINAGE.
8. RESTORE GRASS AREA AND ACCESS ROAD PER COR
APPROVAL. MATCH EXISTING.
9. MAINTAIN ACCESS TO PITCHER ROAD AT ALL TIMES DURING
CONSTRUCTION.
10. REINSTALL SALVAGED WOODEN GUIDERAIL PER COR
APPROVAL.
11. BENCHES TO BE REINSTALLED BY USAG-WP DPW.
12. REINSTALL STREET LIGHTS/WALKWAY LIGHTS PER COR
APPROVAL. COORDINATE WITH USAG-WP DPW FOR POWER
RESTORATION.
13. REINSTALL TRASH BINS PER COR APPROVAL.
14. REPAIR DAMAGED ASPHALT PAVEMENT WALKWAY PER COR
DETERMINATION AND APPROVAL.
15. UPLAND SITE FILL AREA WITH BITUMINOUS ASPHALT
PAVEMENT. MATCH ELEVATION OF EXISTING ADJACENT
ASPHALT PAVEMENT.
16. PORTABLE TEMPORARY CONSTRUCTION FENCE
17. MEET EXISTING ASPHALT SIDEWALK (TYP.)
18. REINSTALL SALVAGED METAL GUIDERAIL IN ACCORDANCE
WITH NYSDOT DETAILS AND SPECIFICATIONS AND COR
APPROVAL.
GENERAL SHEET NOTES
1. PROJECT WORK AREA SHOWN IS THE MINIMUM THAT WILL
BE AVAILABLE. ADDITIONAL SPACE MAY BE AVAILABLE
DURING NORMAL CONSTRUCTION WORKDAYS SUBJECT TO
COORDINATION WITH USAG-WP DPW AND THE COR.
8.2
8.48.4
8.6
7.8
7.4
7.1
6.7
7.6
8.4
8.6
7.2
7.4
7.2
6.2
6.3
6.7
7.0
6.5
6.36.3
6.3
6.4
6.3
6.2
6.2
6.2
7.8
8.3
7.2
6.8
6.2
6.2
6.0
5.8
5.8
6.0
6.3
5.8
7.1
6.3
6.0
12.4
11.6
10.5
6.4
6.4
6.8
E
8.2
7.7
7.2
6.4
5.8
5.8
5.3
6.4
6.8
6.6
6.1
6.1
6.4
6.2
6.0
5.3
5.7
5.9
6.1
E
TW 1.2
TW 1.7
TW 2.3
TW 2.8
BM
TW 2.9
TW 3.2
6.8
6.6
6.5
6.4
6.4
6.2
6.2
6.4
6.1
7.1
6.3
6.1
6.1
6.0
E
6.2
6.3
6.4
6.5
6.7
6.6
6.2
6.0
5.9
5.6
5.5
5.0
5.1
5.3
5.5
5.9
6.5
6.4
5.8
5.1
4.5
4.1
4.6
5.0
5.7
6.1
6.5
6.5
6.0
5.1 5.2
6.0
6.5
6.5
5.6 6.1
7.1
7.6
E
7.9
7.7
7.3
6.6 6.7
7.2
7.2
6.9
6.4
MW
6.3
6.9
7.1
6.0
5.1
5.0
4.6
4.8
5.2
5.4
5.1
4.8
4.6
4.4
4.5
4.5
4.1
4.0
4.2
4.1
4.0
4.0
3.8
4.1
4.3
C B
4.2
4.6
4.8
4.9 4.7 4.6
4.7
4.6
4.8 5.1
4.8
4.3
3.7
4.1
4.0
4.5
4.2
5.7
5.2
5.5
6.1
6.0
6.1
6.4 6.2
5.2
5.8
5.3
5.9
5.2
4.9
4.8
4.6
5.0
4.6
4.5
5.0
5.1
5.1
5.0
4.9
5.2
5.6
5.5
5.1
2.0
2.4
4.0
5.5
5.6
5.8
4.6
4.8
TW 2.4
TW 2.3
TW 2.3
TW 2.3
TW 2.1
TW 2.4
TW 2.7
4.5
4.1
3.9 3.6
0.0
RB -0.9
W
8.9
8.4
8.2
7.9
7.6
7.9
E
7.4
7.8
7.3
7.4
7.9
MW
8.2
7.7
8.1
8.4
6.1
6.0
5.8
5.1
5.2
5.0
5.7
5.6
7.3
6.0
6.8
9.6
12.2
14.8
17.2
19.6
7.5
9.5
12.2
13.4
13.6
13.1
12.9
12.6
12.4
12.2
13.2
13.1
13.5
13.4
13.5
13.6
13.7
13.9
14.0
14.2
14.2
14.114.1
14.2
14.4
14.6
14.8
15.0
17.3
17.6
16.6
14.8
14.2
14.0
14.1
13.9
14.0
14.4
15.6
14.9
16.1
16.8
18.2
17.7
18.3
18.9
19.7
19.0
CB
18.5
18.1
21.0
17.2
18.3
18.1
20.2
E
16.1
16.4
14.6
15.4
15.8
17.8
19.1
21.6
20.5
20.1
17.6
16.9
14.2
14.7
13.8
13.4
15.6
15.5
14.0
9.0
9.8
7.5
8.8
10.2
6.1
7.1
5.6
5.8
6.9
6.7
8.6
12.6
10.5
8.7
7.5
6.6
6.9
7.4
9.0
10.2
11.0
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
SD
SD
SD
SD
SD
S D
S D
S D
S D
S D
S D
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
INV.=1.79
6" HDPE
DS 2
RIM=3.78
INV.= 2.63, 6" HDPE
DS 3
RIM=18.96
INV.(A)=13.24
INV. (B)=13.26
36"x60" BOX CULVERT
INV.=7.26
36"x60"
BOX CULVERT
INV.=10.26
18" HDPE
INV.=12.11
18" HDPE
(B
(A
S
A
N
S
A
N
S
A
N
S
A
N
ASPHALT PARKING LOT
ASPHALT PARKING LOT
3" CHERRY
3" CHERRY
3" CHERRY
8" BIRCH
8" BIRCH
6" BIRCH
6"
BIRCH
10"
BIRCH
4" SPRUCE
4" SPRUCE
4" SPRUCE
24"
WILLOW
10" ELM
10" ELM
6" CEDAR
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
22" PINE
4" MAPLE
GRASS
GRASS
S A
N
USMH 1
RIM=8.84
INV.(A)=4.74, 12" RCP
INV.(B)=4.92, 12" RCP
A
B
PICNIC
TABLE
RB 0.1
RB -2.6
RB -2.8
RB 0.1
RB -4.1
RB -3.1
RB -0.9
RB -1.9
RB -4.4
RB -5.2
RB -4.2
RB -4.4
RB -4.5
RB -4.9
RB -6.2
RB -6.5
RB -18.5
RB -12.1
RB -4.0
RB 0.4
G
R
A
V
T
H
MULCH
PLANTING
AREA
STONE
PLANTING
AREA
STONE
PLANTING
AREA (TYP.)
HUDSON RIVER
HUDSON RIVER
HUDSON RIVER
P
I
T
C
H
A
D
A
S
P
H
A
L
T
RAISED
CONC.
STRUCTURE
VAULT ON
CONC. PAD
UTIL.
CABINET ON
CONC. PAD
"DANGER
DO NOT ENTER"
C
O
N
C
C
U
R
B
SOLAR PANEL
ON CONC. BASE
WIND
MEASUREMENT
POLE
A S
P H
A
LT
S
ID
E W
A
LK
A S
P H
A
D
E W
A L K
ASPHALT SIDEWALK
RB -94.2
RB -72.9
RB -49.4
RB -18.7
RB -8.2
RB -9.2
RB -13.0
RB -9.9
RB -20.6
RB -72.1
RB -8.2
RB -15.2
RB -76.6
RB -16.3
RB -60.2
RB -14.2
RB -53.2
RB -54.3
RB -58.3
RB -64.7
RB -81.7
RB -56.3
RB -34.6
RB -87.6
RB -7.4
RB -10.7
RB -32.1
RB -31.6
RB -54.2
RB -28.5
RB -8.5
RB -6.7
RB -60.0
RB -80.5
RB -97.9
RB -23.7
RB -103.3
RB -10.6
RB -17.4
RB -52.1
RB -6.8
RB -64.6
RB -7.7
RB -14.4
RB -54.8
RB -38.8
RB -8.9
RB -58.4
RB -103.5
RB -6.6
RB -99.9
RB -26.6
RB -60.4
RB -75.8
RB -7.6
RB -65.4
RB -8.7
RB -21.6
RB -19.6
RB -72.4
RB -100.7
RB -71.3
RB -11.8
RB -6.7
RB -78.4
RB -93.8
RB -87.4
RB -7.3
RB -16.7
RB -50.3
RB -7.0
RB -50.0
RB -62.5
RB -41.0
RB -49.2
RB -12.9
RB -24.4
RB -96.0
RB -60.7
RB -10.9
RB -62.7
RB -52.0
RB -43.1
RB -78.4
RB -11.6
RB -44.1
RB -46.9
RB -37.7
RB -68.5
RB -41.0
RB -27.8
RB -18.6
RB -22.8
RB -42.4
RB -55.6
RB -66.5
RB -72.4
RB -35.4
RB -41.1
RB -48.7
RB -35.9
RB -11.4
RB -8.7
RB -66.4
RB -51.2
RB -72.6
RB -6.8
RB -42.5
RB -52.1
RB -48.3
RB -7.2
RB -7.2
RB -32.0
RB -26.8
RB -41.8
RB -34.5
RB -28.1
RB -24.7
RB -16.1
RB -8.7
RB -12.8
RB -23.7
RB -9.2
RB -7.5
RB -11.8
RB -7.7
RB -8.3
RB -6.8
RB -6.9
RB -60.9
RB -60.2
RB -48.7
RB -86.9
RB -47.4
RB -35.9
RB -30.5
RB -52.3
RB -35.1
RB -30.3
RB -59.7
RB -46.9
RB -40.0
RB -29.7
RB -38.0
RB -30.5
RB -38.2
RB -50.5
RB -20.9
RB -21.5
RB -65.3
RB -15.4
RB -17.8
RB -11.2
RB -32.6
RB -64.5
RB -62.4
RB -11.2
RB -58.1
RB -44.0
RB -41.0
RB -40.0
RB -41.0
RB -19.4
RB -44.4
RB -61.5
RB -60.9
RB -81.8
RB -62.3
RB -38.7
RB -77.2
RB -67.7
RB -70.8
RB -38.6
RB -37.9
RB -82.3
RB -29.3
RB -27.6
RB -20.8
RB -25.5
RB -12.4
RB -11.3
RB -11.2
RB -23.9
RB -66.4
RB -34.4
RB -30.4
RB -30.7
RB -20.1
RB -29.0
RB -11.8
RB -6.8
RB -6.3
RB -27.0
RB -14.8
RB -11.3
RB -39.0
RB -17.1
RB -14.9
RB -8.2
RB -12.8
RB -6.5
RB -9.1
RB -105.0
RB -107.7
RB -71.1
RB -67.5
RB -78.4
RB -65.3
RB -109.8
RB -103.4
RB -113.2
RB -67.6
RB -81.7
RB -94.0
RB -90.0
RB -70.6
RB -83.9
RB -82.6
RB -91.8
RB -80.1
RB -70.4
RB -69.5
RB -96.6
RB -89.7
RB -113.6
RB -112.2
RB -116.3
RB -104.6
RB -100.6
RB -105.6
RB -96.4
RB -82.5
RB -82.9
RB -89.3
RB -95.6
RB -80.4
RB -75.1
RB -80.6
RB -75.3
RB -73.4
RB -77.7
RB -89.1
RB -91.5
RB -96.0
RB -66.8
RB -93.0
RB -85.3
RB -85.8
RB -82.0
RB -69.9
RB -72.4
RB -89.2
RB -84.8
RB -85.1
RB -77.9
RB -78.5
RB -75.9
RB -77.8
RB -82.9
RB -65.4
RB -80.9
RB -70.4
RB -88.6
RB -91.6
RB -84.4
RB -82.5
RB -74.1
RB -74.8
RB -78.1
RB -78.0
BENCH (TYP.)
E
GARBAGE
CAN (TYP.)
GRAVEL
AREA
ROCKS
BRUSH
AREA
ROCKS
WOODED AREA
CONC.
HEADWALL
INV.=14.48
4" HDPE
CONC.
CURB
ASPHALT
ASPHALT
STONE WALL
REMAINS
CONC.
WALL
STONE
WALL
DRAINAGE
DITCH
1" METAL
POST
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.7
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.8
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± 0.7
-0.9
-0.7
-0.6
-1.0
-1.0
-1.0
-0.5
-0.7
ROCKS
GRASS
10"
BIRCH
3" CEDAR
20" SYCAMORE
20" SYCAMORE
8 8
GRASS/ROCKS
HUDSON RIVER
TW 4.7
TW 4.8
TW 2.7
TW 2.3
TW 3.2
TW 3.8
RB -7.4
RB -6.9
RB -6.5
RB -5.9
RB -6.1
RB -3.9
RB -8.6
RB -6.5
RB -5.8
RB -5.7
RB -6.3
RB -6.3
RB -5.8
RB -7.3
RB -6.5
RB -2.9
RB -0.9
RB -6.3
RB -5.9
RB -5.8
RB -5.7
RB -5.8
RB -6.1
RB -6.7
RB -5.9
RB -4.3
RB -5.8
RB -5.6
RB -7.4
RB -6.6
RB -6.2
RB -5.9
RB -6.0
RB -6.2
RB -6.4
RB -7.1
RB -8.1
RB -8.4
RB -7.0
RB -6.5
RB -5.8
RB -5.8
RB -5.7
RB -8.3
RB -7.2
RB -6.6
RB -6.2
RB -6.3
RB -6.6
RB -7.5
RB -11.6
RB -7.0
RB -7.6
RB -6.2
RB -5.7
RB -6.0
RB -4.9
RB -7.1
RB -6.5
RB -6.4
RB -6.6
RB -7.1
RB -8.1
RB -8.2
RB -6.9
RB -6.3
RB -5.8
RB -5.9
RB -6.1
RB -6.2
RB -6.2
RB -6.5
RB -7.0
RB -7.5
RB -8.0
RB -7.3
RB -6.5
RB -6.2
RB -6.0
RB -6.0
RB -6.3
RB -6.7
RB -6.7
RB -9.7
RB -7.3
RB -5.8
RB -6.3
RB -6.3
RB -6.6
WOODED AREA
3.7
1.4
7.9
7.1
-1.4
7.9
6.8
7.8
6.4
7.8
3.6
5.2
-0.1
8.0
7.5
-0.4
0.6
7.2
7.0
8.1
7.8
7.4
8.2
7.2
7.7
-1.5
7.8
7.5
8.1
7.2
3.4
-0.6
7.7
-1.1
1.0
1.7
5.0
6.9
7.9
6.0
7.9
8.3
7.5
7.7
8.0
7.4
7.4
7.0
7.8
7.9
8.4
7.3
0.2
7.9
7.4
7.4
7.6
7.7
7.2
8.8 7.6
7.5
3.0
2.5
6.4
-0.1
-1.3
-8
-4
BENCHMARK 1
BOX CUT ON CORNER
OF CONC. SLAB
EL.=6.44
BM
BENCHMARK 2
X-CUT NHOA
HYDRANT BOLT
EL.=12.99
GPS 15
MAG NAIL SET IN PAVEMENT
N: 934074.8419
E: 640949.5194
GPS 14
ALUMINUM CAPPED
IRON ROD
N: 934388.3734
E: 641311.8200
X X
X X
X
XXXX
X X
X X
X
X X X X
FILL AND GRADE AREA.
FINISH GRADE WITH 4"
TOPSOIL, FERTILIZER,
SEED, AND MULCH.
MATCH / MEET
EXISTING GRADES.
FILL AND GRADE
AREA. FINISH
GRADE WITH 4"
TOPSOIL,
FERTILIZER, SEED,
AND MULCH.
MATCH / MEET
EXISTING GRADES.
RESTORE DAMAGED
AREAS WITH 4"
TOPSOIL, FERTILIZER,
SEED AND MULCH.
MATCH / MEET
EXISTING GRADES.
FILL AND GRADE AREA. FINISH
GRADE WITH BITUMINOUS
ASPHALT PAVEMENT. MEET
EXISTING SIDEWALK GRADES.
PROVIDE POSITIVE FLOW
TOWARD PARAPET SCUPPERS.
X
G: 3.85±
X
G: 3.85±
X
G: 4.00±
X
G: 4.60±
X
G: 5.00±
X
G: 5.30±
X
G: 5.55±
X
G: 5.45±
X
G: 5.40±
X
G: 5.65±
X
G: 6.00±
X
HP: 7.75±
X
G: 5.00±
SEE REVETMENT
DRAWINGS FOR
REVETMENT GRADING
SEE REVETMENT
DRAWINGS FOR
REVETMENT GRADING
VERIFY OUTFALL PIPE
SIZES (SEE NOTE 5)
S t a
S t a
S t
S t a
W P
S t a
S t
S t a
W P
S t a
W P
S ta
.1
S ta
S t a
S t a
S t
S t
S t
S t
S ta
.0
Sta. 5 +58.72
S t
S t
S t
S t a
S ta
S t
(SEE NOTE 7)
N
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
A1
GRADING AND DRAINAGE PLAN
SCALE: 1"=40'
I S
S U
E
N D
M E
N T
I S
S U
E
N D
M E
N T
J
W
E A
V E
R
D
P
A T
E L
J
K
U R
N A
T H
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
C I V
I L
CG101
N
40' 80'0
GENERAL SHEET NOTES
1. AREAS OF NEW GRADING AND RESTORATION AREAS MUST
HAVE POSITIVE DRAINAGE FLOW TOWARD THE RIVER.
2. ALL NEW CIVIL AND MARINE IMPROVEMENTS THAT ABUT
EXISTING SITE FEATURES MUST MEET AT THE EXISTING
GRADE ELEVATION. GRASS/SOIL RESTORATION AREAS
MUST MEET ADJACENT EXISTING GRADE ELEVATIONS.
3. PARAPET SCUPPERS MUST BE EQUIPPED WITH TIDE FLAPS
ON THE RIVER SIDE OF THE PARAPET. SEE STRUCTURAL
DRAWINGS FOR SCUPPER LOCATIONS AND DETAIL.
4. REFER TO THE REVETMENT AND SHEET PILE DRAWINGS
FOR ASSOCIATED IMPROVEMENTS AND REVETMENT
GRADING.
5. VERIFY OUTFALL PIPE SIZES. CUT CIRCULAR HOLE ON THE
EXISTING SHEET PILES 3” LARGER IN DIAMETER THAN THE
DIAMETERS OF THE OUTFALL PIPES. WELD 1/2" THICK
COATED STEEL SLEEVE TO SHEET PILES FULL PERIMETER
AND EXTEND OUTFALL PIPES THROUGH THE BULKHEAD BY
6". FILL STEEL SLEEVE AND EXTENDED OUTFALL PIPES
WITH COMPRESSIBLE FOAM.
6. NEW BITUMINOUS ASPHALT PAVEMENT ALONG THE SHEET
PILE BULKHEAD MUST MEET THE INVERT OF THE PARAPET
SCUPPERS TO ALLOW FOR POSITIVE DRAINAGE INTO THE
HUDSON RIVER.
7. UNDOCUMENTED AND UNCONFIRMED STORM WATER
OUTFALL. SEE CIVIL SITE PLAN
8.2
8.48.4
8.6
7.8
7.4
7.1
6.7
7.6
8.4
8.6
7.2
7.4
7.2
6.2
6.3
6.7
7.0
6.5
6.36.3
6.3
6.4
6.3
6.2
6.2
6.2
7.8
8.3
7.2
6.8
6.2
6.2
6.0
5.8
5.8
6.0
6.3
5.8
7.1
6.3
6.0
12.4
11.6
10.5
6.4
6.4
6.8
E
8.2
7.7
7.2
6.4
5.8
5.8
5.3
6.4
6.8
6.6
6.1
6.1
6.4
6.2
6.0
5.3
5.7
5.9
6.1
E
TW 1.2
TW 1.7
TW 2.3
TW 2.8
BM
TW 2.9
TW 3.2
6.8
6.6
6.5
6.4
6.4
6.2
6.2
6.4
6.1
7.1
6.3
6.1
6.1
6.0
E
6.2
6.3
6.4
6.5
6.7
6.6
6.2
6.0
5.9
5.6
5.5
5.0
5.1
5.3
5.5
5.9
6.5
6.4
5.8
5.1
4.5
4.1
4.6
5.0
5.7
6.1
6.5
6.5
6.0
5.1 5.2
6.0
6.5
6.5
5.6 6.1
7.1
7.6
E
7.9
7.7
7.3
6.6 6.7
7.2
7.2
6.9
6.4
MW
6.3
6.9
7.1
6.0
5.1
5.0
4.6
4.8
5.2
5.4
5.1
4.8
4.6
4.4
4.5
4.5
4.1
4.0
4.2
4.1
4.0
4.0
3.8
4.1
4.3
C B
4.2
4.6
4.8
4.9 4.7 4.6
4.7
4.6
4.8 5.1
4.8
4.3
3.7
4.1
4.0
4.5
4.2
5.7
5.2
5.5
6.1
6.0
6.1
6.4 6.2
5.2
5.8
5.3
5.9
5.2
4.9
4.8
4.6
5.0
4.6
4.5
5.0
5.1
5.1
5.0
4.9
5.2
5.6
5.5
5.1
2.0
2.4
4.0
5.5
5.6
5.8
4.6
4.8
TW 2.4
TW 2.3
TW 2.3
TW 2.3
TW 2.1
TW 2.4
TW 2.7
4.5
4.1
3.9 3.6
0.0
RB -0.9
W
8.9
8.4
8.2
7.9
7.6
7.9
E
7.4
7.8
7.3
7.4
7.9
MW
8.2
7.7
8.1
8.4
6.1
6.0
5.8
5.1
5.2
5.0
5.7
5.6
7.3
6.0
6.8
9.6
12.2
14.8
17.2
19.6
7.5
9.5
12.2
13.4
13.6
13.1
12.9
12.6
12.4
12.2
13.2
13.1
13.5
13.4
13.5
13.6
13.7
13.9
14.0
14.2
14.2
14.114.1
14.2
14.4
14.6
14.8
15.0
17.3
17.6
16.6
14.8
14.2
14.0
14.1
13.9
14.0
14.4
15.6
14.9
16.1
16.8
18.2
17.7
18.3
18.9
19.7
19.0
CB
18.5
18.1
21.0
17.2
18.3
18.1
20.2
E
16.1
16.4
14.6
15.4
15.8
17.8
19.1
21.6
20.5
20.1
17.6
16.9
14.2
14.7
13.8
13.4
15.6
15.5
14.0
9.0
9.8
7.5
8.8
10.2
6.1
7.1
5.6
5.8
6.9
6.7
8.6
12.6
10.5
8.7
7.5
6.6
6.9
7.4
9.0
10.2
11.0
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
SD
SD
SD
SD
SD
S D
S D
S D
S D
S D
S D
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
INV.=1.79
6" HDPE
DS 2
RIM=3.78
INV.= 2.63, 6" HDPE
DS 3
RIM=18.96
INV.(A)=13.24
INV. (B)=13.26
36"x60" BOX CULVERT
INV.=7.26
36"x60"
BOX CULVERT
INV.=10.26
18" HDPE
INV.=12.11
18" HDPE
(B
(A
S
A
N
S
A
N
S
A
N
S
A
N
ASPHALT PARKING LOT
ASPHALT PARKING LOT
3" CHERRY
3" CHERRY
3" CHERRY
8" BIRCH
8" BIRCH
6" BIRCH
6"
BIRCH
10"
BIRCH
4" SPRUCE
4" SPRUCE
4" SPRUCE
24"
WILLOW
10" ELM
10" ELM
6" CEDAR
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
22" PINE
4" MAPLE
GRASS
GRASS
S A
N
USMH 1
RIM=8.84
INV.(A)=4.74, 12" RCP
INV.(B)=4.92, 12" RCP
A
B
PICNIC
TABLE
RB 0.1
RB -2.6
RB -2.8
RB 0.1
RB -4.1
RB -3.1
RB -0.9
RB -1.9
RB -4.4
RB -5.2
RB -4.2
RB -4.4
RB -4.5
RB -4.9
RB -6.2
RB -6.5
RB -18.5
RB -12.1
RB -4.0
RB 0.4
G
R
A
V
T
H
MULCH
PLANTING
AREA
STONE
PLANTING
AREA
STONE
PLANTING
AREA (TYP.)
HUDSON RIVER
HUDSON RIVER
HUDSON RIVER
P
I
T
C
H
A
D
A
S
P
H
A
L
T
RAISED
CONC.
STRUCTURE
VAULT ON
CONC. PAD
UTIL.
CABINET ON
CONC. PAD
"DANGER
DO NOT ENTER"
C
O
N
C
C
U
R
B
SOLAR PANEL
ON CONC. BASE
WIND
MEASUREMENT
POLE
A S
P H
A
LT
S
ID
E W
A
LK
A S
P H
A
D
E W
A L K
ASPHALT SIDEWALK
RB -94.2
RB -72.9
RB -49.4
RB -18.7
RB -8.2
RB -9.2
RB -13.0
RB -9.9
RB -20.6
RB -72.1
RB -8.2
RB -15.2
RB -76.6
RB -16.3
RB -60.2
RB -14.2
RB -53.2
RB -54.3
RB -58.3
RB -64.7
RB -81.7
RB -56.3
RB -34.6
RB -87.6
RB -7.4
RB -10.7
RB -32.1
RB -31.6
RB -54.2
RB -28.5
RB -8.5
RB -6.7
RB -60.0
RB -80.5
RB -97.9
RB -23.7
RB -103.3
RB -10.6
RB -17.4
RB -52.1
RB -6.8
RB -64.6
RB -7.7
RB -14.4
RB -54.8
RB -38.8
RB -8.9
RB -58.4
RB -103.5
RB -6.6
RB -99.9
RB -26.6
RB -60.4
RB -75.8
RB -7.6
RB -65.4
RB -8.7
RB -21.6
RB -19.6
RB -72.4
RB -100.7
RB -71.3
RB -11.8
RB -6.7
RB -78.4
RB -93.8
RB -87.4
RB -7.3
RB -16.7
RB -50.3
RB -7.0
RB -50.0
RB -62.5
RB -41.0
RB -49.2
RB -12.9
RB -24.4
RB -96.0
RB -60.7
RB -10.9
RB -62.7
RB -52.0
RB -43.1
RB -78.4
RB -11.6
RB -44.1
RB -46.9
RB -37.7
RB -68.5
RB -41.0
RB -27.8
RB -18.6
RB -22.8
RB -42.4
RB -55.6
RB -66.5
RB -72.4
RB -35.4
RB -41.1
RB -48.7
RB -35.9
RB -11.4
RB -8.7
RB -66.4
RB -51.2
RB -72.6
RB -6.8
RB -42.5
RB -52.1
RB -48.3
RB -7.2
RB -7.2
RB -32.0
RB -26.8
RB -41.8
RB -34.5
RB -28.1
RB -24.7
RB -16.1
RB -8.7
RB -12.8
RB -23.7
RB -9.2
RB -7.5
RB -11.8
RB -7.7
RB -8.3
RB -6.8
RB -6.9
RB -60.9
RB -60.2
RB -48.7
RB -86.9
RB -47.4
RB -35.9
RB -30.5
RB -52.3
RB -35.1
RB -30.3
RB -59.7
RB -46.9
RB -40.0
RB -29.7
RB -38.0
RB -30.5
RB -38.2
RB -50.5
RB -20.9
RB -21.5
RB -65.3
RB -15.4
RB -17.8
RB -11.2
RB -32.6
RB -64.5
RB -62.4
RB -11.2
RB -58.1
RB -44.0
RB -41.0
RB -40.0
RB -41.0
RB -19.4
RB -44.4
RB -61.5
RB -60.9
RB -81.8
RB -62.3
RB -38.7
RB -77.2
RB -67.7
RB -70.8
RB -38.6
RB -37.9
RB -82.3
RB -29.3
RB -27.6
RB -20.8
RB -25.5
RB -12.4
RB -11.3
RB -11.2
RB -23.9
RB -66.4
RB -34.4
RB -30.4
RB -30.7
RB -20.1
RB -29.0
RB -11.8
RB -6.8
RB -6.3
RB -27.0
RB -14.8
RB -11.3
RB -39.0
RB -17.1
RB -14.9
RB -8.2
RB -12.8
RB -6.5
RB -9.1
RB -105.0
RB -107.7
RB -71.1
RB -67.5
RB -78.4
RB -65.3
RB -109.8
RB -103.4
RB -113.2
RB -67.6
RB -81.7
RB -94.0
RB -90.0
RB -70.6
RB -83.9
RB -82.6
RB -91.8
RB -80.1
RB -70.4
RB -69.5
RB -96.6
RB -89.7
RB -113.6
RB -112.2
RB -116.3
RB -104.6
RB -100.6
RB -105.6
RB -96.4
RB -82.5
RB -82.9
RB -89.3
RB -95.6
RB -80.4
RB -75.1
RB -80.6
RB -75.3
RB -73.4
RB -77.7
RB -89.1
RB -91.5
RB -96.0
RB -66.8
RB -93.0
RB -85.3
RB -85.8
RB -82.0
RB -69.9
RB -72.4
RB -89.2
RB -84.8
RB -85.1
RB -77.9
RB -78.5
RB -75.9
RB -77.8
RB -82.9
RB -65.4
RB -80.9
RB -70.4
RB -88.6
RB -91.6
RB -84.4
RB -82.5
RB -74.1
RB -74.8
RB -78.1
RB -78.0
BENCH (TYP.)
E
GARBAGE
CAN (TYP.)
GRAVEL
AREA
ROCKS
BRUSH
AREA
ROCKS
WOODED AREA
CONC.
HEADWALL
INV.=14.48
4" HDPE
CONC.
CURB
ASPHALT
ASPHALT
STONE WALL
REMAINS
CONC.
WALL
STONE
WALL
DRAINAGE
DITCH
1" METAL
POST
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.7
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -0.8
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± 0.7
-0.9
-0.7
-0.6
-1.0
-1.0
-1.0
-0.5
-0.7
ROCKS
GRASS
10"
BIRCH
3" CEDAR
20" SYCAMORE
20" SYCAMORE
8 8
GRASS/ROCKS
HUDSON RIVER
TW 4.7
TW 4.8
TW 2.7
TW 2.3
TW 3.2
TW 3.8
RB -7.4
RB -6.9
RB -6.5
RB -5.9
RB -6.1
RB -3.9
RB -8.6
RB -6.5
RB -5.8
RB -5.7
RB -6.3
RB -6.3
RB -5.8
RB -7.3
RB -6.5
RB -2.9
RB -0.9
RB -6.3
RB -5.9
RB -5.8
RB -5.7
RB -5.8
RB -6.1
RB -6.7
RB -5.9
RB -4.3
RB -5.8
RB -5.6
RB -7.4
RB -6.6
RB -6.2
RB -5.9
RB -6.0
RB -6.2
RB -6.4
RB -7.1
RB -8.1
RB -8.4
RB -7.0
RB -6.5
RB -5.8
RB -5.8
RB -5.7
RB -8.3
RB -7.2
RB -6.6
RB -6.2
RB -6.3
RB -6.6
RB -7.5
RB -11.6
RB -7.0
RB -7.6
RB -6.2
RB -5.7
RB -6.0
RB -4.9
RB -7.1
RB -6.5
RB -6.4
RB -6.6
RB -7.1
RB -8.1
RB -8.2
RB -6.9
RB -6.3
RB -5.8
RB -5.9
RB -6.1
RB -6.2
RB -6.2
RB -6.5
RB -7.0
RB -7.5
RB -8.0
RB -7.3
RB -6.5
RB -6.2
RB -6.0
RB -6.0
RB -6.3
RB -6.7
RB -6.7
RB -9.7
RB -7.3
RB -5.8
RB -6.3
RB -6.3
RB -6.6
WOODED AREA
3.7
1.4
7.9
7.1
-1.4
7.9
6.8
7.8
7.8
3.6
5.2
-0.1
8.0
7.5
-0.4
0.6
7.2
7.0
8.1
7.8
7.4
8.2
7.2
7.7
-1.5
7.8
7.5
8.1
7.2
3.4
-0.6
7.7
-1.1
1.0
1.7
5.0
6.9
7.9
6.0
7.9
8.3
7.5
7.7
8.0
7.4
7.4
7.0
7.8
7.9
8.4
7.3
0.2
7.9
7.4
7.4
7.6
7.7
7.2
8.8 7.6
7.5
3.0
2.5
6.4
-0.1
-1.3
-8
-4
BENCHMARK 1
BOX CUT ON CORNER
OF CONC. SLAB
EL.=6.44
BM
BENCHMARK 2
X-CUT NHOA
HYDRANT BOLT
EL.=12.99
GPS 15
MAG NAIL SET IN PAVEMENT
N: 934074.8419
E: 640949.5194
GPS 14
ALUMINUM CAPPED
IRON ROD
N: 934388.3734
E: 641311.8200
X X
X X
X
XXXX
X X
X X
X
X X X X
LIMIT OF
DISTURBANCE
(TYP.)
S
F
FILTER SOCK,
INSTALL AT AN
ELEVATION
HIGHER THAN HOT
(+3.90) (TYP.)
STABILIZE WITH
TOPSOIL,
FERTILIZER, SEED,
AND MULCH (TYP.)
RESTORE AREA
DAMAGED BY
CONSTRUCTION
WITH TOPSOIL,
FERTILIZER, SEED,
AND MULCH
TREE
PROTECTION
FENCE (TYP.)
TEMPORARY
STOCKPILE AREA
SURROUNDED
WITH FILTER SOCK
S
F
S
F
S
F
ACCESS TO CONSTRUCTION
DAMAGE AREA BY USAG-WP
DPW PERSONNEL FOR
MAINTENANCE PURPOSES
MUST TO BE COORDINATED
S t a
S t a
S t
S t a
W P
S t a
S t
S t a
W P
S t a
W P
S ta
.1
S ta
S t a
S t a
S t
S t
S t
S t
S ta
.0
Sta. 5 +58.72
S t
S t
S t
S t a
S ta
S t
(SEE NOTE 8)
N
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
A1
SOIL EROSION AND LANDSCAPE PLAN
SCALE: 1"=40'
I S
S U
E
N D
M E
N T
I S
S U
E
N D
M E
N T
J
W
E A
V E
R
D
P
A T
E L
J
K
U R
N A
T H
S O
I L
E
R O
S I O
N
A
N D
S C
A P
E
P
L A
N
C I V
I L
CG102
N
40' 80'0
GENERAL SHEET NOTES
1. ALL DISTURBED SOIL AREAS MUST BE STABILIZED WITH
TOPSOIL, FERTILIZER, AND STRAW, MULCH, OR
HYDROSEED. THE CONTRACTOR IS RESPONSIBLE FOR
HEALTHY GRASS RESTORATION THAT MUST BE
IMPLEMENTED AND ESTABLISHED BY THE SPRING
GROWING SEASON.
2. CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE
CLEANED OF ANY DEBRIS OR SOIL PRIOR TO LEAVING THE
CONSTRUCTION SITE.
3. ALL ADJACENT ROADWAYS AND SIDEWALKS MUST BE
SWEPT CLEAN AT THE END OF EVERY CONSTRUCTION DAY.
4. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES
MUST BE INSTALLED, MAINTAINED, AND REMOVED IN
ACCORDANCE WITH NYSDEC STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
(BLUE BOOK).
5. REFER TO THE REVETMENT AND SHEET PILE DRAWINGS
FOR ASSOCIATED IMPROVEMENTS.
6. TEMPORARY STOCKPILES MUST BE LOCATED GREATER
THAN 100' FROM THE NEAREST WATER AND/OR WETLAND.
7. FILTER SOCK MUST BE INSTALLED AT AN ELEVATION
HIGHER THAN HOT (+3.90).
8. UNDOCUMENTED AND UNCONFIRMED STORM WATER
OUTFALL. SEE CIVIL SITE PLAN.
E
E
E
C B
W
E
E
CB
E
BM
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
SD
SD
SD
SD
SD
SD
SD
S D
S D
S D
S D
S D
S D
S D
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
INV.=1.79
6" HDPE
DS 2
RIM=3.78
INV.= 2.63, 6" HDPE
DS 3
RIM=18.96
INV.(A)=13.24
INV. (B)=13.26
36"x60" BOX CULVERT
INV.=12.11
18" HDPE
B
(A
S
A
N
S
A
N
S
A
N
3" CHERRY
3" CHERRY
3" CHERRY
8" BIRCH
8" BIRCH
6" BIRCH
6"
BIRCH
10"
BIRCH
4" SPRUCE
4" SPRUCE
4" SPRUCE
24"
WILLOW
10" ELM
10" ELM
6" CEDAR
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
22" PINE
4" MAPLE
S A
N
S A
N
A
B
P
I
T
C
H
A
D
A
S
P
H
A
L
T
INV.=14.48
4" HDPE
10"
BIRCH
20" SYCAMORE
20" SYCAMORE
8 8
-5
-4
-8
-4
BM
S t a
S t a
S t
S t a
W P
S t a
S t
S t a
W P
S t a
W P
S ta
.1
S ta
. 0
S t a
S t a
S t
S t
S t
S t
S ta
.0
Sta. 5 +58.72
S t
S t
S t
S t a
S ta
S t
PARKING AREA
NZ-26 SHEET PILE DRIVEN
TO BEDROCK (TYP)
CRUSHED ROCK FILL
OUTLINE OF BULKHEAD
CONCRETE PILE CAP
OUTLINE OF BULKHEAD
CONCRETE PILE CAP
H u d s o n i v e r
B
B
F
L
O
O
D
APPROXIMATE LOCATION OF
POSSIBLE 18" STORM DRAIN (VIF)
GROUTED ANCHOR
1.75"Ø GR. 150 (TYP)
APPROXIMATE LOCATION
OF POSSIBLE 6" STORM DRAIN (VIF)
GROUTED ANCHOR
1.75" Ø GR. 150 (TYP)
WP-2
DELTA 13 CORNER
PILE SECTION
WP-3
WP-1
WEST REVETMENT
EAST REVETMENT
WP-4
WP-5
N
EXISTING TIE RODS ARE LOCATED
APPROXIMATELY 16'-4.25" SPACING ALONG
EXTENT OF EXISTING WALL. CONTRACTOR
SHALL LOCATE THESE TIE RODS AND AVOID
THEM WHEN INSTALLING NEW ROCK ANCHORS
UNDOCUMENTED AND
UNCONFIRMED STORM
WATER OUTFALL. SEE
CIVIL SITE PLAN
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
I S
S U
E
N D
M E
N T
I S
S U
E
N D
M E
N T
I
T
U T
U N
C U
M
A
C O
S T
A
S
N
A U
S S
O V
E R
A L
L
B
U L
K H
E A
D
S
I T
E
P
L A
N
M A
R I N
E
S-101
File Path: C:\temp\pw_work\est-ls\dms37296\S-101.dwg
Plot Style: AEC_B&W.STB Last Saved On: 9/1/2023 11:20 AM Last Saved By: ACOSTAML
WORKING POINT COORDINATE
WP # EASTING NORTHING
WP-1 640971.6732 934262.2667
WP-2 641138.2265 934423.8724
WP-3 641230.1554 934500.4268
WP-4 641304.9152 934465.2268
WP-5 640507.3045 934260.2187
PAVEMENT (EL. VARIES)
EXISTING MASONRY
WALL TO REMAIN
THREADED BAR
ANCHOR 1.75"Ø GR.150
@ 12'-0" OC (TYP)
ESTIMATED TIP OF
MASONRY WALL
EXISTING
FILL
ESTIMATED TOP OF ROCK
(TO BE VERIFIED)
NO. 57 CRUSHED
STONE (ASTM D448)
NEW ASPHALT PAVEMENT
TO MATCH EXISTING EL
SAW CUT EXISTING PAVEMENT
TO CREATE SMOOTH JOINT
9"
1% SLOPE
1'
NEW PARAPET AND HANDRAIL
3'-6" MAX
2'-6" MIN
PAVEMENT (EL. VARIES)
EXISTING
FILL
ESTIMATED TOP OF ROCK
(TO BE VERIFIED)
EXISTING MUDLINE EL. -5.0'±
SCOURED MUDLINE EL. -8.0'±
SAW CUT EXISTING PAVEMENT
TO CREATE SMOOTH JOINT
1% SLOPE
1'
EXISTING SHEET
PILE WALL TO
REMAIN
EXISTING SHEET
PILE WALL TO
REMAIN
3'-6" MAX
2'-6" MIN
M I N
M I N
2.5"Ø ROCK BOLTS INSTALLED ON THE
WATERSIDE BETWEEN STA 0+00 TO STA 2+32.07
AT EVERY DOUBLE SHEET, SEE DETAIL 1 ON S-302.
6' MINIMUM EMBEDMENT IS REQUIRED TO BE IN
COMPETENT BEDROCK.
M I N
M I N
2.5"Ø ROCK BOLTS INSTALLED ON THE
WATERSIDE BETWEEN STA 2+32.07 TO STA 3+51.70
AT EVERY DOUBLE SHEET,SEE DETAIL 1 ON S-302.
6' MINIMUM EMBEDMENT IS REQUIRED TO BE IN
COMPETENT BEDROCK.
NEW NZ-26 SHEET PILE
W/CUTTING SHOES
DRIVEN TO BEDROCK
NEW NZ-26 SHEET PILE
W/CUTTING SHOES DRIVEN
TO BEDROCK
NO. 57 CRUSHED
STONE (ASTM D448)
TOP OF SHEET PILE EL +3.0'
N
B
O
N
D
N
G
T
H
END CAP
SEAL
SMOOTH SHEATHING
DRILLED HOLE 5" DIA (MIN)
THREADED BAR
ANCHOR 1.75"Ø GR.150
@ 12'-0" OC (TYP)
U
N
B
O
N
D
N
G
T
H
SMOOTH SHEATHING
DRILLED HOLE
10"
NEW PARAPET AND HANDRAIL
NEW ASPHALT PAVEMENT
TO MATCH EXISTING EL
9"
D
S302
D
S302
4" DRAIN W/ BACKWATER
VALVE @ 25' OC
(SEE DETAIL ON DWG S-503)
4" DRAIN W/ BACKWATER
VALVE @ 25' OC
(SEE DETAIL ON DWG S-503)
3'
TOP OF WALL EL. VARIES
FROM +4.0' TO +5.0'
STA 0+00 TO STA 2+32.07
(ANCHORS A1 TO A19)
TOP OF ROCK EL. -53.0' ±
TOP OF ROCK EL. -55'±
STA 2+32.07 TO STA 3+51.70
(ANCHORS A20 TO A30)
TOP OF WALL EL. VARIES
FROM +4.0' TO +5.0'
TOP OF SHEET PILE EL +3.0'
MHW EL. +1.76'
MLW EL. -1.47'
EL. -1.75'
EXISTING MUDLINE EL. -5.0±
ELW EL. -5.56'
SCOURED MUDLINE EL. -8.0'±
BULKHEAD WALL SEGMENT - GROUTED ANCHORBULKHEAD WALL SEGMENT - GROUTED ANCHOR
APPROX. EL. -23±
3/4"X4" LG STUD (TYP)
MLW EL. -1.47'
EL. -1.75'
3/4"X4" LG STUD (TYP)
N
B
O
N
D
N
G
T
H
CORRUGATED SHEATHING
(PREGROUTED)
CEMENT GROUT
CENTRALIZERS MAX.
AT 8' SPACING
ELW EL. -5.56'
END CAP
SEAL
N
B
O
N
D
N
G
T
H
CORRUGATED
SHEATHING
(PREGROUTED)
CEMENT GROUT
CENTRALIZERS
MAX. AT 8'
SPACING
DRIVING SHOE (TYP)
DRIVING SHOE (TYP)
APPROX.
EL. -29±
L-SHAPE PROTECTION
OF CASING AT TOP,
CENTER, AND TOE OF
SHEET PILING
L-SHAPE PROTECTION
OF CASING AT TOP,
CENTER, AND TOE OF
SHEET PILING
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
I S
S U
E
N D
M E
N T
I
T
U T
U N
C U
M
A
C O
S T
A
S
N
A U
S S
B U
L K
H E
C
T I O
H E
M A
R I N
E
S-301
File Path: C:\temp\pw_work\est-ls\dms37296\S-301.dwg
Plot Style: HALCROW - DRAWINGS.CTB Last Saved On: 9/6/2023 10:42 AM Last Saved By: PATELD
PAVEMENT (EL. VARIES)
EXISTING
FILL
ESTIMATED TOP OF ROCK
(TO BE VERIFIED)
ELW EL. -5.56'
EXISTING MUDLINE EL. -5.0'±
SCOURED MUDLINE EL. -8.0'±
SAW CUT EXISTING PAVEMENT
TO CREATE SMOOTH JOINT
1% SLOPE
1'-0"
3'-6" MAX
2'-6" MIN
M I N
M I N
2.5"Ø ROCK BOLTS INSTALLED ON THE
WATERSIDE BETWEEN STA 3+51.70 TO STA 4+34.33
AT EVERY DOUBLE SHEET, SEE DETAIL 1. 6'
MINIMUM EMBEDMENT IS REQUIRED TO BE IN
COMPETENT BEDROCK.
NEW NZ-26 SHEET PILE
W/CUTTING SHOES DRIVEN
TO BEDROCK
NO. 57 CRUSHED
STONE (ASTM D448)
TOP OF SHEET PILE EL +2.0'
THREADED BAR
ANCHOR 1.75"Ø GR.150
@ 12'-0" OC (TYP)
U
N
B
O
N
D
N
G
T
H
SMOOTH
SHEATHING
DRILLED HOLE
NEW PARAPET AND HANDRAIL
NEW ASPHALT PAVEMENT
TO MATCH EXISTING EL
9"
D
1'-0"
4" DRAIN W/ BACKWATER
VALVE @ 25' OC
(SEE DETAIL ON DWG S-503)
TOP OF WALL EL. VARIES FROM
+4.0' TO +5.0'
TOP OF ROCK EL. -55'±
BULKHEAD WALL SEGMENT - GROUTED ANCHOR
MLW EL. -1.47'
EL. -1.75'
3/4"X4" LG STUD (TYP)
STA 3+51.70 TO STA 4+34.33
(ANCHORS A31 TO A37)
N
B
O
N
D
N
G
T
H
END CAP
CEMENT GROUT
CENTRALIZERS
MAX. AT 8'
SPACING
CORRUGATED
SHEATHING
(PREGROUTED)
DRIVING SHOE (TYP)
APPROX. EL. -25±
SEAL
L-SHAPE PROTECTION OF
CASING AT TOP, CENTER,
AND TOE OF SHEET PILING
STEEL ANGLE (1.5 FT
LONG EACH PIECE)
STEEL ANGLE (1.5 FT
LONG EACH PIECE)
3/8" FILLET WELD EVERY 5' ALONG
STEEL CASING LENGTH AT TWO
CONTACT POINTS BETWEEN
CASING AND SHEET PILE
M
I N
I M
U M
T
O E
P
I C
K
U
P
M
I N
I M
U M
E M
B E
D M
E N
T
I N
T O
C O
M P
E T
E N
T
R
O C
K
BOTTOM OF SHEET PILE VARIES
D
NOTE: GROUT AND STEEL
CASING SHALL EXTEND TO TOP
OF SHEET,
NEW NZ-26 SHEET PILE
5" NOMINAL
DIAMETER (MIN)
STEEL CASING TO
REMAIN IN PLACE
GRADE 150 2.5"Ø ROCK BOLT TOE PIN
SPACED AT EVERY SHEET PILE
BELLY WITH A 4'-0" MINIMUM EMBEDMENT
INTO COMPETENT ROCK
6,000 PSI GROUT
4 1/2" DIA.
DRILL HOLE
(MIN)
DRIVING SHOE
(DISCONTINUED AT
CASING LOCATION)
TOP OF COMPETENT BEDROCK
L-SHAPE CASING PROTECTION
NEW NZ-26 SHEET PILE
5" NOMINAL DIAMETER
(MIN) STEEL CASING TO
REMAIN IN PLACE
(3) L-SHAPE PROTECTION
OF CASING AT TOP,
CENTER, AND TOE OF
SHEET PILING
2.5"Ø ROCK BOLT TOE PIN SPACED
AT EVERY SHEET PILE BELLY WITH
A 6'-0"± MINIMUM EMBEDMENT INTO
COMPETENT ROCK AND FIXED TO
SHEET PILE FLANGE WITH CURVED
INTERLOCK
LAND SIDE
WATER SIDE
6,000 PSI GROUT
WELDING
(TYP)
CURVED
INTERLOCK
STRAIGHT
INTERLOCK
S301
S302
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
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C H
E R
T
I S
S U
E
N D
M E
N T
I
T
U T
U N
C U
M
A
C O
S T
A
S
N
A U
S S
B U
L K
H E
C
T I O
H E
M A
R I N
E
S-302
File Path: C:\temp\pw_work\est-ls\dms37296\S-302.dwg
Plot Style: HALCROW - DRAWINGS.CTB Last Saved On: 9/6/2023 10:42 AM Last Saved By: PATELD
E
E
E
MW
C B
W
E
MW
E
B M
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
SINKHOLE
-5
-4
-8
-4
B M
0 5
X
X
X
X
X
E
E
E
C B
BM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
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E E
E E
E E
E E
E
E
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E
E
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E
E
E
E
E
E
E
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E
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E
E
E
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E E
E E
E
E
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E
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E
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E
E
E
E
E
E
E
E
E
E
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
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C
O
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C
O
M
M
DS 2
RIM=3.78
INV.= 2.63, 6" HDPE
3" CHERRY
3" CHERRY
3" CHERRY
8" BIRCH
4" SPRUCE
4" SPRUCE
4" SPRUCE
24"
WILLOW
10" ELM
10" ELM
6" CEDAR
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
3" BIRCH
-8
-4
S t a
S ta
. 1
07.1
S t a
S t a
S t
S t
S t
S t
S ta
. 5 +31.0
Sta. 5+58.72
S t
S t
S t
S ta
. 1 +00
S t a
S ta
. 0 +00
S t a
S t a
B
B
F
L
O
O
D
R
R
R
:2
13'-0"
'-2
4'-6
OUTLINE
OF NEW
PILE CAP
NEW SHEET PILE
BULKHEAD
PROTECT NEW SHEET PILE
AND PILE CAP WHEN PLACING
MAX. TOE
EL -2 FT
WP-1
R
WP-5
SURVEY
MONUMENT
NO. 4
SURVEY
MONUMENT
NO. 5
SURVEY
MONUMENT
NO. 6
SURVEY
MONUMENT
NO. 7
X X
X X
X X
X X
X X
X X
X X
X X
X
X X X X X X X X
TOP OF
REVETMENT ELEV, 5.0 ±
DESIGN GRADE +3.85±
SEE NOTE 5
SEE NOTE 5
22'-0"
TOP OF
REVETMENT ELEV, 7.0 ±
UNDOCUMENTED AND
UNCONFIRMED STORM
WATER OUTFALL. SEE
CIVIL SITE PLAN
I
N
V
-5
-1
S t
S t
TIE IN
EXISTING
PROFILE
OUTLINE OF NEW PILE CAP
NEW SHEET PILE BULKHEAD
S t
WP-4
(SEE NOTE 4 & 5)
EL 0.00±
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
P R
O J E
SHEET
IDENTIFICATION
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
A N
S I
D
W D
S B
M
Y
G
A R
R I S
O N
W E
I N
T
N
Y
N O
R T
H
D
O C
K
R
E H
A B
I L I T
A T
I
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A
B
O S
C H
E R
T
I S
S U
E
N D
M E
N T
I S
S U
E
N D
M E
N T
I
T
U T
U N
C U
M
A
C O
S T
A
S
N
A U
S S
R E
V E
T M
E N
T
P
L A
N
M A
R I N
E
RM101
File Path: C:\temp\pw_work\est-ls\dms37296\RM101.dwg
Plot Style: AEC_B&W.STB Last Saved On: 9/1/2023 11:20 AM Last Saved By: ACOSTAML
KEY PLAN
NOT TO SCALE
B
B
F
L
O
O
D
REVETMENT PLAN - WEST SITE
1" = 20'-0"
REVETMENT PLAN - EAST SITE
1" = 20'-0"
D
R M
E
RM301
F
RM302
G
R M
H
R M
N
N
N
NOTES:
1. ALL ELEVATION REFERS TO NAVD 88.
2. ALL UNITS IN FEET UNLESS OTHERWISE NOTED.
3. SURVEY MONUMENTS MUST BE INSTALLED AT
THE TOP OF THE REVETMENT FOR MONITORING
THE PERFORMANCE AND STABILITY OF THE
REVETMENT.
4. FOR THE EAST SIDE OF REVETMENT
CONTRACTOR SHALL TIE TOP OF SHEETPILE
BEAM CAP ELEVATION AT +6' TO THE REVETMENT
CREST AT +12' WITH APPROXIMATELY 1 ON 2.5
(V:H) SLOPE.
5. COORDINATE WITH CONTRACTING OFFICER TO
CONSTRUCT TAPER - PER PLAN VIEW.
File details come from the government source that posted it. Updated .