Amendment 0005_SK-02 - Existing Conditions Plan - Soil Testing Location Markup.pdf
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- Solicitation number
- W912DS23B0020
About this file
This document is an existing conditions plan for the North Dock Repair Project at the West Point Army Garrison. The plan provides topographic survey data and notes for the project site, including spot elevations, existing structures and infrastructure, vegetation, and other physical features. Soil testing will be conducted at the marked locations to depths of approximately three to six inches. The project is solicited under Solicitation Number W912DS23B0020 by the Department of the Army Corps of Engineers Engineering District New York to repair the north dock at the West Point Army Garrison.
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S
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
14.1 14.1
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
E
L
P
A
T
H
MULCH
PLANTING
AREA
STONE
PLANTING
AREA
STONE
PLANTING
AREA (TYP.)
ASPHALT
HELIPAD
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
RIP RAP
SOLAR PANEL
ON CONC. BASE
WIND
MEASUREMENT
POLE
C O
N C
./P A
V E
R S
ID
E
W A
LK
C O
N C
P
A V
I D
E W
A L K
CONC./PAVER SIDEWALK
RB -94.2
RB -72.9
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 -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 -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 -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 -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 -67.5
RB -78.4
RB -109.8
RB -103.4
RB -81.7
RB -94.0
RB -90.0
RB -70.6
RB -83.9
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 -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
CONC. WALLS (TYP.)
SHEET PILING
CONC. WALL
BENCH (TYP.)
E
GARBAGE
CAN (TYP.)
GRAVEL
AREA
ROCKS
BRUSH
AREA
ROCKS
ROCKS
ROCKS
WOODED AREA
CONC.
HEADWALL
INV.=14.48
4" HDPE
"DANGER
DO NOT ENTER"
CONC.
CURB
ASPHALT
ASPHALT
RIP RAP
STONE WALL
REMAINS
CONC.
WALL
STONE
WALL
DRAINAGE
DITCH
CONC.
POST
BASE
1" METAL
POST
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -.3
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -.7
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± -.8
APPROX. EDGE OF WATER 11/3/2022
ELEV: ± .7
-0.9
-0.7
-0.6
-1.0
-1.0
-1.0
-0.5
-0.7
ROCKS
GRASS
SINKHOLE
10"
BIRCH
3" CEDAR
20" SYCAMORE
20" SYCAMORE
8 8
ROCKS
GRASS/ROCKS
RIP RAP
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 -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 -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 -6.5
RB -7.0
RB -7.5
RB -8.0
RB -7.3
RB -6.5
RB -6.2
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 -6.6
WOODED AREA
3.7
1.4
7.9
7.9
6.8
7.8
5.2
-0.1
8.0
7.5
-0.4
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
C O
N C
W
L
T
Y P
-4
-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
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
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
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
90% SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A B
N
A1
EXISTING CONDITIONS PLAN
SCALE: 1"=40'
J K
D P
J K
X
I S
T I N
G
C
O N
D I T
I O
A
N
C I V
I L
C-101
40' 80'0
SK-02 Existing Conditions Plan - Soil Testing Markup For Information Only - NOT FOR CONSTRUCTION
SAMPLE DEPTH
APPROX 3'
SAMPLE DEPTH
APPROX 3" TO 6"
File details come from the government source that posted it. Updated .