04 - Beach placement - Shinneckock InletR1.pdf
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Sheet 4 of the Plans.
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N
0 200 2004
F
T
SCALE: 1’’= 200’
Note:
All Elevations and Contours on this sheet refer to NGVD.
Contractor Access at Town Beach
T I A N
A B
E A C H
6,400 FEET TO IN
LET
2800’
E
N 246000
N 248000
E
E
E
E
E
N 244000
PLAN
S H I N
N E C O
C K B
A Y
A T L A N T I C O
C E A N
E
E
D e sc ri p ti o n D a te
A p p r.
D a te
P lo t d a te
P lo t b y
S c a le
S o li c it ia ti o n n o
C o n tr a c t n o
A p p r.
D a te
D e sc ri p ti o n M a rk
M a rk
N
A
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G N
E W
Y O
R K
D
IS
T R
IC
T
N E
W Y
O R
K N
Y
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
IE
F
T
E C
H N
IC
A
L S
U P
P O
R T
S E
C T
IO
N
R E
C O
M M
E N
D E
D B
Y
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
O R
T B
R A
N C
H
A P
P R
O V
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
R E
V
IE
W E
D B
Y
W
D S
-0
-B -0
S U
F F
O L
K C
O U
N T
Y N
E W
Y O
R K
Sheet
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
S
M
IC
H A
L O
W S
K I
S
M
IC
H A
L O
W S
K I
S M
IC
H
A L
O W
S K
I
W V
A N
T E
R P
O O
L
W V
A N
T E
R P
O O
L
S H
IN
N
E C
O C
K I
N E
L T
A P
R
A P
R
R A
N D
A L
L G
H
IN
T
Z F
IL
L
P L
A C
E M
E N
T A
R E
A
Contractor Road K Access
EXISTING + 9.5’ N
GVD
EXISTING 0.0’ N
GVD
TOE OF FILL
LIMIT OF CONTRACTOR’S WORKING AREA
NEW MLW
Hydraulic Sand Fill
Approximate Existing Ground
Natural Hydraulic Slope
1V on 20H Assumed
0 800’400’
TYPICAL SECTION E-E DISPOSAL AREA "A"
-10
-20
-30
0 100 200FT
510 10 20FT
50 100
-10
-20
-30
El. 9.5’ (NGVD)
N G
V D
MEAN HIGH WATER +1.8 NGVD
Vertical Scale: 1"= 10’
Horizontal Scale: 1"= 100’
Existing Toe of Dune
255’ Berm (Max)
PLACEMENT AREA
G E
R L
Y N
T
P E
R L
A S
+9.5 (+1FT)
A m e n d C
H A
N G
E B
E A
C H
S L
O P
E F
R O
M
O N
T
O
O N
D D
E D
V
E R
T I C
L
T
O L
E R
A N
C E
BEACH ROAD
10.5
13.5
18.5
19.7
18.3
18.8
16.7
15.2
16.4
16.1
17.1
16.7
11.1
8.2
6.9
5.7
4.9
4.2
3.4
3.0
2.7
2.4
2.0
1.6
0.8
-0 .3
-1 .4
-2 .5
-3 .6
-4
-5 .9
-6 .7
-7
-8
-9
0.1
1.3
1.5
1.7
2.8
3.3
3.9
4.2
6.0
5.8
5.6
5.7
5.5
-1 5.5
5.4
5.2
5.1
5.0
-1 5.0
5.3
6.2
6.3
6.5
6.8
7.1
8.3
10.1
11.9
14.5
20.7
22.6
23.8
24.6
18.9
14.3
12.3
11.4
10.4
9.4
7.4
6.8
5.8
4.3
3.5
2.8
2.0
1.2
0.7
.2
.1
.0
.8
0.2
0.3
0.4
0.6
0.9
1.2
2.0
2.1
2.2
1.9
1.0
0.7
3.6
4.6
-1 5.1
5.9
7.7
7.9
8.1
8.5
7.8
9.9
11.3
12.5
15.1
17.9
21.2
22.2
25.1
17.8
11.0
6.7
5.2
4.0
3.1
2.5
0.9
0.3
0.5
1.1
1.4
1.6
-1 2.3
-1 2.4
2.4
2.7
3.0
3.2
-1 3.0
2.6
2.3
3.1
3.4
4.0
-1 4.7
6.1
6.6
6.7
7.2
12.7
14.4
17.3
20.0
20.8
20.9
17.7
18.2
12.8
10.7
9.3
7.2
5.8
5.1
4.1
3.9
3.6
2.0
0.4
-6 .8
0.0
-1 1.0
-1 3.9
4.3
4.9
-1 6.0
4.8
3.7
3.5
7.9
10.9
14.2
15.2
18.0
23.0
20.3
17.9
16.8
13.6
10.2
8.6
5.8
4.9
3.9
3.7
2.8
2.0
1.1
0.3
4.1
4.5
4.7
-1 5.0
-1 4.8
4.4
-1 4.2
2.9
1.8
-9 .1
3.8
6.4
-1
10.0
12.4
13.2
13.2
15.8
18.4
22.1
23.7
20.6
18.3
18.1
15.9
7.5
6.2
5.1
3.8
3.2
2.4
1.3
-1 0.3
-1 4.8
-1 5.4
-1 5.4
-1 3.7
-1 6.9
8.7
8.8
8.9
9.2
9.5
9.7
9.8
9.0
11.3
15.6
17.6
19.2
24.9
19.0
14.7
11.7
9.1
6.8
5.8
4.9
4.0
3.2
3.0
2.8
2.1
1.3
0.6
2.5
0.8
-1 5.2
7.3
7.5
8.8
10.2
16.8
18.8
17.5
16.3
15.3
11.6
8.5
7.5
6.5
5.8
4.7
4.3
3.7
3.3
3.5
3.3
1.8
0.5
0.1
-1 1.5
-1 3.8
-1 4.2
-1 4.0
-1 3.9
-1 3.2
-1 3.0
-1 6.0
7.6
8.4
6.4
7.1
8.1
14.1
23.3
24.2
26.7
25.9
21.9
16.6
13.9
11.7
6.6
5.4
4.3
3.3
2.9
3.0
2.7
2.2
1.7
0.8
0.6
0.4
-1 1.2
-1 2.2
-1 5.3
-1 1.3
-1 6.5
-1 7.0
7.0
8.0
6.5
6.3
7.1
8.1
22.4
24.2
23.9
21.6
20.5
12.1
7.1
6.1
5.1
4.4
4.0
4.1
4.1
2.5
1.0
-7 .9
-1 5.8
10.8
13.0
22.8
24.7
23.5
23.1
19.4
17.1
11.5
10.3
5.4
4.3
3.4
3.5
3.7
2.4
0.7
-0 .2
-6 .8
-7 .1
-1 5.9
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
P R
O F
I L
E
EXISTIN
G M
LW (-1
.8 N
GVD)
EXISTING M
HW (+
1.8 NGVD)
D
C
B
A
D
C
B
A
5 4 3 2 1
5 4 3 2 1
8.0
8.4
9.6
11.8
17.3
19.5
20.2
22.9
21.8
10.3
5.1
3.6
2.1
0.7
0.0
-1 2.1
-1 2.1
-1 7.0
12.2
15.7
18.7
19.1
20.1
23.4
22.4
14.1
12.1
7.8
6.2
4.9
3.5
2.7
1.3
0.8
0.2
-0 .2
-7 .4
8.6
9.5
12.0
14.8
16.3
16.5
18.6
21.9
12.2
10.4
8.9
7.4
5.9
4.4
3.4
1.9
1.0
0.5
-8 .4
-1 1.5
-1 5.8
-1 9.0
11.2
21.5
20.1
18.1
8.2
6.8
5.7
4.3
3.2
2.7
1.8
0.8
0.4
-0 .2
-1 3.5
-1 2.3
7.5
-1 8.4
-1 8.5
9.6
-2 0.7
14.5
15.5
17.2
10.9
9.8
9.1
8.3
7.0
6.2
5.1
4.2
3.4
2.6
1.6
0.8
0.3
-0 .1
-1 0.8
-1 5.4
-1 5.2
8.8
12.6
15.4
17.6
21.0
21.5
22.3
24.0
8.4
7.5
6.4
5.1
4.4
3.4
2.3
1.2
0.6
-0 .1
-9 .1
-1 2.7
-1 5.5
15.8
19.9
23.0
20.9
14.3
8.3
7.0
5.8
4.5
3.5
2.1
1.5
0.9
0.0
-1 0.2
-1 3.7
-1 3.5
-1 3.3
-1 7.2
-1 7.6
-1 8.6
-2 0.5
8.2
8.2
11.8
18.3
19.1
10.6
9.2
8.9
8.7
6.1
4.6
3.6
2.3
0.9
0.3
-6 .2
-1 5.9
6.4
6.9
8.6
12.5
16.9
20.5
23.3
8.1
6.7
5.9
5.5
4.5
3.4
3.2
2.8
1.9
1.7
1.3
0.9
0.5
0.1
-1 .2
-5 .8
-1 0.1
-1 5.8
-1 5.9
-1 3.4
-1 7.7
-1 8.6
10.1
13.0
16.0
25.8
14.6
11.1
7.0
5.9
5.1
4.3
3.0
2.6
2.2
1.7
1.4
0.7
0.1
-1 5.8
-1 5.4
-1 5.1
-1 2.3
-1 2.0
-1 6.5
P R
O F
I L
E
P R
O F
I L
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P R
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I L
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P R
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I L
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P R
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P R
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P R
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P R
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E
04 - Beach placement - Shinneckock InletR1
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