W912DS-16-B-0020_PLANS.pdf
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U. S. ARMY
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
A p p r.
D a te
M a rk
D e s c ri p ti o n
M a rk
D a te
A p p r.
D e s c ri p ti o n
D a te
P lo t d a te
S o lic it ia ti o n n o
C o n tr a c t n o
P lo t b y
S c a le
D R
A W
N
B Y
C H
E C
K E
D
R E
V
IE
W
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
O P E
R A T
IO
N S
S
U P P
O R
T
B
R A
N C
H
N
R K
IS
T R
IC
T
R E
C O
M M
E N
D
N
R K
N Y
A P P
R O
V
M A
IN
T E
N A
N C
E D
G
IN
G
F E
D E
R A L
N
A V
IG
A T
IO
H
A N
N E L
E A S T
R
O C
K A
W A
Y
IN
L E T
CORPS OF ENGINEERS
IN
D
E X
INDEX SHEET
PAGE DESCRIPTION
INDEX1
N
R K
US Army Corps of Engineers
New York District
G E
R L
T P E
R L A S
R A
N D
A L L
G
H
IN
T Z
W912DS-16-B-0020
NEW YORK
FEDERAL NAVIGATION PROJECT,
EAST ROCKAWAY INLET
MAINTENANCE DREDGING
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
W
D S B
GENERAL LOCATION MAPS & CONTRACT COORDINATES
ROCKAWAY BEACH PROFILES
ROCKAWAY BEACH PROFILES
ROCKAWAY BEACH PROFILES
DREDGING AREA
DREDGING AREA
DREDGING AREA
Sheet
Number:
Reference
M
O S E
B A
C K
W
V A
N T E
R P
O O
L
A U
G U
S T
BEACH PLACEMENT AREA
BEACH PLACEMENT AREA
BEACH PLACEMENT AREA
BEACH PLACEMENT AREA
Sheet 1 - Cover Page.dgn Default 8/24/2016 9:41:27 AM
1A
1B
2A
3A
4A
5A
6A
7A7
W
D S
B
M
E B
A C
K
V A
N T
E R
P O
O L
A U
G U
S T
G E
R L
R L
A S
R A
N D
A L
G
I
N T
Z
C H I
E
C H
N I
C
U
P P
O
C T I
O N
VICINITY MAP
PROJECT LOCATION
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK SILVER POINT, NY DOT RTN".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY STATE GIS CLEARINGHOUSE 2014
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.6-2.7 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
CHANNEL TO GRADE
SLOPE TO GRADE
OVERDEPTH
ALLOWABLE CHANNEL
OVERDEPTH
ALLOWABLE SLOPE
-14’ MLLW
-16’
-8’
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
A p p r.
D a te
M a rk
D e s c ri p ti o n
M a rk
D a te
A p p r.
D e s c ri p ti o n
D a t e
P l o t d a t e
S o l i c i t i a t i o n n o
C o n t r a c t n o
P l o t b y
S c a l e
D R
A
C H
E C
K
R E
V I
E W
U
R
G I
N E
E R
S
N
S T
R I
C T
R E
C O
M M
E N
D
N
R
A P
P R
O V
Sheet reference number:
N
R K
E A
C K
A W
A Y
I
N L
E T
POINT NORTHING EASTING
1 154086.775 1053386.897
1A 152983.545 1051981.665
1B 152904.890 1052043.417
2 152551.285 1051431.076
2A 152617.807 1051677.748
3 151038.225 1050776.717
3A 150958.836 1050960.285
4 151137.461 1050547.256
4A 151197.002 1050409.579
5 152708.749 1051226.797
5A 152803.227 1051104.231
154283.415 1053232.5186
1053139.890154401.3986A
7 155631.364 1054313.364
8 155773.988 1055231.754
7A
155704.862 1054785.735
NOT TO SCALE
GENERAL LOCATION MAP
CHANNEL COORDINATES & MAP
VICINITY MAP AND DETAIL
FEDERAL NAVIGATION PROJECT
EAST ROCKAWAY INLET
ALONG THE FAR ROCKAWAY BEACH SHORELINE
APPROXIMATE LOCATION OF BEACH PLACEMENT
FEDERAL NAVIGATION CHANNEL
EAST ROCKAWAY INLET, NEW YORK
N
DREDGING AREAS
APPROXIMATE LOCATION OF
FAR ROCKAWAY
SIL
VER P
OIN
T /
ATLANTIC
BEACH
G E
N E
R
C A
T I
N T
R A
O R
D I
N A
T E
S
F E
D E
R
V I
G A
T I
A N
N E
L
M A I
N T
E N
A N
E D
G I
N G
C H I
E
E R
A T I
O
P P
O
A N
C H
TYPICAL CROSS SECTION
MLLW
NOT TO SCALE
EXISTING BOTTOM
SLOPE 1:3
ALLOWABLE OVERDEPTH 2 FT
(TOE OF SLOPE)
CHANNEL LINE
REQUIRED DEPTH: -14 FEET MLLW
10.62’ NAVD 1988
X 349 PID: KU1331
4.92’ NAVD 1988
AJD 10003
CORPS OF ENGINEERS U. S. ARMY
BENCHMARK:
N.S.R.S BENCHMARK
ELEVATION:
BENCHMARK:
ELEVATION:
LOCAL CONTROL DATA
Sheet 2 - General Vicinity Maps.dgn Default 8/25/2016 8:13:03 AM
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK SILVER POINT, NY DOT RTN".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY STATE GIS CLEARINGHOUSE 2014
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.6-2.7 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
21.1
21.1
21.0
21.0
21.0
20.9
20.9
20.8
20.8
20.8
20.8
20.8
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3 20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0 20.0
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3 19.3
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2 19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9 18.9
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.7
18.7
18.7
18.7
18.7 18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6 18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4 18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3 18.3
18.3
18.3
18.3
18.3
18.3
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6 17.6
17.6
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8 15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9 14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7 14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
-14
-14
-14 -14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
C
JETTY LIGHT
9 MARCH 2016
EBB
GREEN CAN #3
9 MARCH 2016
FLOOD
RED NUN #4
9 MARCH 2016
FLOOD
RED NUN #6
9 MARCH 2016
FLOOD
GREEN #5 W/LIGHT
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1 13.1
13.1
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
11.9 11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3 11.3
11.3
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.6
9.69.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5 9.5
9.5
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2 8.2
8.2
8.2
8.1
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.3
7.3
7.3
7.2
7.2
7.1
7.0
7.0
6.9
6.9
6.9
6.8
6.8
6.7
6.6
6.5
6.5
6.5
6.5
6.5
6.4
6.3
6.3
6.3
6.3
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.6
5.5
5.5
5.5 5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.2
5.2
5.2 5.1
5.1
5.1
5.0
5.0
5.0
5.0 4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.7
4.5
4.5
4.4 4.3
4.2
4.1
4.1
4.0
4.0
3.8
3.8
3.7
3.4 3.3
3.3
3.1
2.4
U. S. ARMYCORPS OF ENGINEERS
NUMBER
REFERENCE
SHEET
M A I
N T
E N
A N
E D
G I
E
D G I
E A
A P
P R
O V
E D
R E
C O
M M
E N
D
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
R A
N D
A
N T
Z
C H I
E
E R
A T I
O
P P
O
A N
C H
E B
A C
K
D R
A
C O
N T
R A
D E
S C
R I
P T I
O N
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
N T
E R
P O
O L
C H
E C
K
E B
A C
K
D E
S I
G N
N T
E R
P O
O L
R E
V I
E W
W
D S
B
S O
L I
C I
T A
T I
F E
D E
R
V I
G A
T I
O J
E C
T
E A
C K
A W
A Y
I
N L
E
S C
A L
P L
E B
A C
K
P L
T E
J
U
SHEET 3 OF 12
A U
G U
D A
T E
G R
R T
H
EAST R
OCKAWAY J
ETTY
N 151,000
N 152,000
N 153,000
N 154,000
N 154,000
N 153,000
N 151,000E
E
E
E
E
E
E
E
N 152,000
4A
5A
1B
2A
3A
1A
LEGEND
+ 2 FEET OVERDEPTH
-14 FEET MEAN LOWER LOW WATER
AREA TO BE DREDGED TO
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
DEPUTY CHIEF OF SURVEY
J. MRAZ
LEAD CARTOGRAPHER
D. CLARKE
M. FORTE
FIELD CARTOGRAPHER
M. APPELD, P. KEARNS
M A
T
E E
SCALE: DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 100 FEET 3,9,10 MARCH 2016
CIVIL ENGINEERING TECHNICIAN
APPROVED:
APPROVED:
APPROVED:
APPROVED:
15 MARCH 2016DATE:
FILE NO.: 213
REQUEST NO.: 4453/N2/A
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
EDGE TO OPEN
CLICK ON ICON
10.62’ NAVD 1988
X 349 PID: KU1331
4.92’ NAVD 1988
AJD 10003
BENCHMARK:
N.S.R.S BENCHMARK
ELEVATION:
BENCHMARK:
ELEVATION:
Sheet 3 - Dredging Area.dgn Default 8/26/2016 3:55:35 PM
FROM STATION "RTK SILVER POINT, NY DOT RTN".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY STATE GIS CLEARINGHOUSE 2014
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE FULL DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.6-2.7 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
M A
T
E E
T
25.0 24.8
24.8
24.8
24.6
24.4
24.3
24.3
24.3
24.3
24.3
24.3
24.2 24.2
24.1
24.1
24.1
24.1
24.1
24.0
24.0
24.0
24.0
24.0 24.0
23.9
23.8
23.8
23.8
23.8
23.8
23.7
23.7
23.6 23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.6
23.5
23.5
23.5
23.5
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.3
23.3
23.3
23.3 23.3
23.2
23.2
23.2
23.2
23.2
23.2
23.1
23.1
23.1
23.1
23.1
23.1
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.6
22.6
22.6
22.6
22.5
22.5
22.5
22.5
22.4
22.4
22.4
22.4
22.4
22.3
22.3
22.3
22.3
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.1 22.1
22.1
22.1
22.1
22.0
22.0
22.0
22.0
22.0
22.0
21.9
21.9
21.9
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.7
21.7
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.4
21.4
21.4
21.4
21.4
21.4
21.3
21.3
21.3
21.2
21.2
21.2
21.2
21.1
21.1
21.1 21.1
21.1
21.1
21.1
21.0
21.0
21.0
21.0
21.0 21.0
21.0
21.0
21.0
20.9
20.9
20.9
20.9
20.9
20.9 20.9
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.7
20.7
20.7
20.7
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.3
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1
20.1
20.1
20.0
20.0
20.0
20.0 20.0
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
DEPUTY CHIEF OF SURVEY
J. MRAZ
LEAD CARTOGRAPHER
D. CLARKE
M. FORTE
FIELD CARTOGRAPHER
M. APPELD, P. KEARNS
20.0
20.0
20.0
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.6
19.6
19.6
19.6
19.6
19.6
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4 19.4
19.4
19.3
19.3
19.3
19.3
19.2
19.2
19.2
19.2
19.1
19.1
19.1
19.1
19.1
19.1
19.0
19.0
19.0
19.0
19.0
19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.6 18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.4
18.4
18.4
18.4
18.4
18.4
18.4 18.4
18.4
18.4
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.2
18.2
18.2
18.2
18.2
18.2
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0 17.9
17.9
17.9
17.9
17.9
17.9 17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.7
17.7 17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4 17.4
17.4
17.4 17.4
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0
17.0
17.0
17.0
17.0
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0 16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8 15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7 15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4 15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8 14.8
14.8
14.8
14.8 14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2 14.2
14.2
14.1
14.1
U. S. ARMYCORPS OF ENGINEERS
14.1
14.1
14.1 -14
14.1
14.0 14.0
14.0
14.0
EDGE TO OPEN
CLICK ON ICON
-14 -14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14 -14 -14
-14
LEGEND
+ 2 FEET OVERDEPTH
-14 FEET MEAN LOWER LOW WATER
AREA TO BE DREDGED TO
14.0
13.9
13.9
NUMBER
REFERENCE
SHEET
M A I
N T
E N
A N
E D
G I
E
D G I
E A
A P
P R
O V
E D
R E
C O
M M
E N
D
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
R A
N D
A
N T
Z
C H I
E
E R
A T I
O
P P
O
A N
C H
E B
A C
K
D R
A
E B
A C
K
D E
S I
G N
C O
N T
R A
D E
S C
R I
P T I
O N
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
F E
D E
R
V I
G A
T I
O J
E C
T
E A
C K
A W
A Y
I
N L
E
N T
E R
P O
O L
C H
E C
K
N T
E R
P O
O L
R E
V I
E W
W
D S
B
S O
L I
C I
T A
T I
S C
A L
P L
E B
A C
K
P L
T E
J
U
SHEET 4 OF 12
A U
G U
D A
T E
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
C
9 MARCH 2016
FLOOD
GREEN W/LIGHT #9
9 MARCH 2016
FLOOD
RED NUN #10
9 MARCH 2016
FLOOD
GREEN CAN #7
9 MARCH 2016
FLOOD
RED NUN #8
JETTY LIGHT
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.4 12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3 12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
-12
-12
12.0
11.9
11.9
11.9
11.8 11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.3
11.3
11.3
11.3
11.2 11.2
11.2
11.1
11.1
11.1
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.7 10.7
10.6
10.6
10.6
10.6
10.6 10.6
10.5
10.5 10.5
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.5
9.5
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.5
8.5
8.4
8.3
8.3
8.3
8.3
8.3 8.3
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.9
7.8
7.7
7.7 7.7
7.7
7.7
7.7
7.67.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4 7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.27.2
7.2
7.1
7.1
7.1
7.1
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.7
6.7 6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.1
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.85.8
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.5
5.5
5.5
5.5 5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.1
5.1
5.1
5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9 4.9
4.8
4.8 4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.1
4.1
4.1
4.1
4.0
4.0
3.9
3.9
3.9
3.9
3.8
3.7
3.7
3.7
3.7 3.6
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.43.4
3.3
3.2
3.2
3.1
3.1
3.1
3.1 3.1
3.1
3.0
3.0
3.0
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.6
2.5
2.4
2.3 2.3
2.2 2.2
2.2
2.2
2.1
1.8
1.8
1.6
1.0
E
G R
R T
H
EAST R
OCKAWAY J
ETTY
N 153,000
N 154,000
N 155,000
N 154,000
N 153,000
N 152,000
N 152,000
E
E
E
E
E
E
E
5A
6A
1B
2A
1A
+0.5
+0.7
SCALE: DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 100 FEET 3,9,10 MARCH 2016
CIVIL ENGINEERING TECHNICIAN
APPROVED:
APPROVED:
APPROVED:
APPROVED:
15 MARCH 2016DATE:
FILE NO.: 213
REQUEST NO.: 4453/N2/A
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
M A
T
E E
10.62’ NAVD 1988
X 349 PID: KU1331
4.92’ NAVD 1988
AJD 10003
BENCHMARK:
ELEVATION:
NSRS BENCHMARK
BENCHMARK:
ELEVATION:
Sheet 4 - Dredging Area.dgn Default 8/26/2016 4:20:56 PM
FROM STATION "RTK SILVER POINT, NY DOT RTN".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY STATE GIS CLEARINGHOUSE 2014
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.6-2.7 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
M A
T
E E
T
29.6
29.6
29.4
29.1
28.8
28.5
28.4
28.3
28.2
28.1
28.1
27.9
27.6
27.5
27.5
27.5
27.3
27.3
27.2
27.1
27.0
27.0
26.9
26.8
26.8
26.7
26.7 26.6
26.2
26.2
26.1 26.1
26.0
26.0
25.8 25.7
25.6 25.6
25.5
25.3
25.1
25.1 25.1
25.1 25.0
24.9 24.6
24.6
24.5
24.4
24.3
24.3
24.2
23.8
23.8
23.8
23.7 23.7 23.6
23.6
23.6 23.4
23.3
23.1
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.9
22.8
22.8 22.8
22.8
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.6
22.6
22.6
22.6
22.5
22.5
22.5 22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.3
22.2
22.2
22.2
22.2
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.0
22.0
22.0
21.9
21.9
21.9 21.9
21.9
21.9
21.9
21.9
21.8
21.8
21.8
21.8
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.2 21.2
21.2
21.2
21.2
21.2
21.2
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.0
21.0
21.0
21.0
21.0
21.0
20.9 20.9
20.9
20.9
20.9
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8 20.7
20.7
20.7
20.7
20.7
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.5
20.5
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0 19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.7
19.7
19.7
19.7
19.7
19.7
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.4
19.4
19.4
19.4
19.4 19.4
19.4
19.4
19.4
19.4
19.4 19.4
19.3
19.3
19.3
19.3
19.3
19.3 19.3
19.3
19.3
19.3
19.2
19.2
19.2 19.2
19.2
19.2
19.2
19.2
19.2
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1 19.1
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.7
18.6
18.6
18.6 18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.5
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4 18.4
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.2
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7 17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.6
17.6
17.6
17.6
17.6
C
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2
17.2 17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0 16.0
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4 15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0 15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9 14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8 14.8
14.8 14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6 14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5 14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.3
14.3
14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14 -14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
-14
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4 13.4
13.4
13.4 13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9 12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8 12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5 12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4 12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1 12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5 11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2 11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9 10.9
10.9
10.9
10.9
10.9 10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.0
10.0
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.6
9.6 9.6
9.5
9.5
9.5
9.5
9.3
9.3
9.3
9.3
9.2
9.1
9.1 9.0
9.0
8.9
8.8
8.8
8.8
8.7
7.6
7.0
6.4
6.4
5.4
4.6
4.0
EAST ROCKAWAY JETTY
E
G R
R T
H
BARGE
E
E
E
E
E
E
E
N
N
N
N
N
N
N
N
N
N
6A
9 MARCH 2016
FLOOD
RED NUN # 12
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
DEPUTY CHIEF OF SURVEY
J. MRAZ
LEAD CARTOGRAPHER
D. CLARKE
M. FORTE
FIELD CARTOGRAPHER
M. APPELD, P. KEARNS
CIVIL ENGINEERING TECHNICIAN
APPROVED:
APPROVED:
APPROVED:
APPROVED:
15 MARCH 2016DATE:
U. S. ARMY
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
EDGE TO OPEN
CLICK ON ICON
LEGEND
+2 FEET OVERDEPTH
-14 FEET MEAN LOWER LOW WATER
AREA TO BE DREDGED TO
NUMBER
REFERENCE
SHEET
F E
D E
R
V I
G A
T I
O J
E C
T
B U
T E
T R
M I
A N
N E
M A I
N T
E N
A N
E D
G I
E
D G I
E A
A P
P R
O V
E D
R E
C O
M M
E N
D
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
R A
N D
A
N T
Z
C H I
E
E R
A T I
O
P P
O
A N
C H
E B
A C
K
D R
A
E B
A C
K
D E
S I
G N
C O
N T
R A
D E
S C
R I
P T I
O N
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
W
D S
B
S O
L I
C I
T A
T I
N T
E R
P O
O L
C H
E C
K
N T
E R
P O
O L
R E
V I
E W
S C
A L
P L
E B
A C
K
P L
T E
J
U
SHEET 5 OF 12
A U
G U
D A
T E
SCALE: DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 100 FEET 3,9,10 MARCH 2016
10.62’ NAVD 1988
X 349 PID: KU1331
4.92’ NAVD 1988
AJD 10003
FILE NO.: 213
REQUEST NO.: 4453/N2/A
BENCHMARK:
ELEVATION:
N.S.R.S. BENCHMARK
BENCHMARK:
ELEVATION:
Sheet 5 - Dredging Area.dgn Default 8/26/2016 4:24:47 PM
MATCH LINE SHEET 2
E 1,048,000
E 1,047,500
E 1,048,000
E 1,048,500
GRID NORTH
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK SILVER POINT".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY GIS 2014.
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN HIGH WATER IS 2.0 FEET ABOVE NAVD88 AS DETERMINED
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN LOW WATER IS 2.5 FEET BELOW NAVD88 AS DETERMINED
DATUM 1988(NAVD88).
-SOUNDINGS/ELEVATIONS ON THIS MAP REFER TO NORTH AMERICAN VERTICAL
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
CLASSIFICATION GENERAL AS SPECIFIED IN EM 1110-2-1003.
-THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED USING PROJECT
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
A P
P R
O X I
M A
W
P O
L L
CORPS OF ENGINEERS U. S. ARMYU. S. ARMY
BERM WIDTH = 160’ (FROM BASELINE)
FENCE
CHAIN-LINK
TEMPORARY
(TYP.)
FENCE
DUNE
PRO 6
PRO 5
PRO 4
PRO 3
M H
W
M L
W
P
L L
A P
P R
O X I
M A
W
P O
L
T
R M
-10
-20
-10
-20
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0015+01
TYPICAL CROSS SECTION (PROFILE 5)
(NOT TO SCALE)
HYDRAULIC BEACH FILL
+ 1 FOOT TOLERENCE
10 FOOT ELEVATION
TOP OF BERM:
MHW (PRE FILL)
MHW (POST FILL)
MLW (PRE AND POST FILL)
BASELINE
A P
P R
O X I
M A
N T
O U
R boardwalk construction.
occupied by NYCEDC and contractor for beyond this point.This location will be Placementoperations and equipment shall not exceed 65’ offset of baseline or at crest of dune.
PROJECT LIMIT (NYCEDC fence line):
160’
M A I
N T
E N
A N
E D
G I
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
R E
C O
M M
E N
D
A P
P R
O V
E D
C H I
E
E R
A T I
O
P P
O
A N
C H
R A
N D
A
N T
Z
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
C O
N T
R A
D E
S C
R I
P T I
O N
D A
T E
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
NUMBER
REFERENCE
SHEET
E B
A C
K
D R
A
E B
A C
K
D E
S I
G N
F E
D E
R
V I
G A
T I
O J
E C
T
E A
C K
A W
A Y
I
N L
E
A
A C
E M
E
E A
W
D S
B
S O
L I
C I
T A
T I
S C
A L
P L
E B
A C
K
P L
T E
J
U
A U
G U
D A
T E
N T
E R
P O
O L
C H
E C
K
N T
E R
P O
O L
R E
V I
E W
SHEET 6 OF 12
LEGEND
TOP OF SLOPE
BOTTOM OF SLOPE
SLOPE - 1V:20H
X 349 PID: KU1331
10.62’ NAVD 1988
SILVER POINT
10.35’ NAVD 1988
BENCHMARK:
N.S.R.S BENCHMARK
ELEVATION:
BENCHMARK:
ELEVATION:
LOCAL CONTROL DATA
01 MARCH 2016
DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 50 FEET
SCALE:
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
FILE NO.: N/A
REQUEST NO.: 4450/N3/ML108 MARCH 2016
J. MRAZAPPROVED:
APPROVED:
APPROVED:
D. CLARKE
M. FORTE
M. APPLED/J. SCHURINGAPPROVED:
DEPUTY CHIEF OF SURVEY
LEAD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
FIELD CARTOGRAPHER
DATE:
DEPARTMENT OF THE ARMY
NEW YORK DISTRICT
CORPS OF ENGINEERS
NEW YORK, NEW YORK 10278
Sheet 6 - Beach Plan View.dgn Default 8/24/2016 9:53:10 AM
CORPS OF ENGINEERS U. S. ARMYU. S. ARMY
A I
N T
E N
A N
E D
G I
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
R E
C O
M M
E N
D
A P
P R
O V
E D
C H I
E
E R
A T I
O
P P
O
A N
C H
R A
N D
A
N T
Z
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
C O
N T
R A
D E
S C
R I
P T I
O N
D A
T E
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
NUMBER
REFERENCE
SHEET
E B
A C
K
D R
A
E B
A C
K
D E
S I
G N
F E
D E
R
V I
G A
T I
O J
E C
T
E A
C K
A W
A Y
I
N L
E
A
A C
E M
E
E A
W
D S
B
S O
L I
C I
T A
T I
S C
A L
P L
E B
A C
K
P L
T E
J
U
A U
G U
D A
T E
N T
E R
P O
O L
C H
E C
K
N T
E R
P O
O L
R E
V I
E W
SHEET 7 OF 12
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "RTK SILVER POINT".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY GIS 2014.
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN HIGH WATER IS 2.0 FEET ABOVE NAVD88 AS DETERMINED
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN LOW WATER IS 2.5 FEET BELOW NAVD88 AS DETERMINED
DATUM 1988(NAVD88).
-SOUNDINGS/ELEVATIONS ON THIS MAP REFER TO NORTH AMERICAN VERTICAL
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
CLASSIFICATION GENERAL AS SPECIFIED IN EM 1110-2-1003.
-THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED USING PROJECT
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
X 349 PID: KU1331
10.62’ NAVD 1988
SILVER POINT
10.35’ NAVD 1988
MATCH LINE SHEET 1
MATCH LINE SHEET 3
N
N
E 1,048,500 E 1,048,500
N
N
N
N
N
N
E 1,049,000
E 1,049,500 E 1,049,500
E 1,049,000
GRID NORTH
BENCHMARK:
N.S.R.S BENCHMARK
ELEVATION:
BENCHMARK:
ELEVATION:
LOCAL CONTROL DATA
LEGEND
TOP OF SLOPE
BOTTOM OF SLOPE
A P
P R
O X I
M A
W
P O
L L
A P
P R
O X I
M A
W
P O
L L
(TYP.)
FENCE
DUNE
PRO 13
PRO 12
PRO 11
PRO 10
PRO 9
PRO 8
PRO 7
M H
W
M
T
R M
B A S E L I
P R
O X I
M A
N T
O U
R boardwalk construction.
occupied by NYCEDC and contractor for beyond this point.This location will be Placement operations and equipment shall not exceed 65’ offset of baseline or at crest of dune.
PROJECT LIMIT (NYCEDC fence line)::
boardwalk construction.
occupied by NYCEDC and contractor for beyond this point.This location will be Placement operations and equipment shall not exceed 65’ offset of baseline or at crest of dune.
PROJECT LIMIT (NYCEDC fence line)::
160’
SLOPE - 1
V:20H
BERM WIDTH = 160’ (FROM BASELINE)
MHW (PRE FILL)
MLW (PRE FILL)
MLW (POST FILL)
MHW (POST FILL)
-10
-20
-10
-20
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
HYDRAULIC BEACH FILL
+ 1 FOOT TOLERENCE
10 FOOT ELEVATION
TOP OF BERM:
TYPICAL CROSS SECTION (PROFILE 7)
(NOT TO SCALE)
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
08 MARCH 2016
J. MRAZAPPROVED:
APPROVED:
APPROVED:
D. CLARKE
M. FORTE
M. APPLED/J. SCHURINGAPPROVED:
DEPUTY CHIEF OF SURVEY
LEAD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
FIELD CARTOGRAPHER
DATE:
01 MARCH 2016
DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 50 FEET
SCALE:
DEPARTMENT OF THE ARMY
NEW YORK DISTRICT
CORPS OF ENGINEERS
NEW YORK, NEW YORK 10278
FILE NO.: N/A
REQUEST NO.: 4450/N3/ML1
Sheet 7 - Beach Plan View.dgn Default 8/24/2016 9:54:12 AM
FROM STATION "RTK SILVER POINT".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NY GIS 2014.
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.
15’ INTERVAL USING THE FULL DATA SET.
-SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN HIGH WATER IS 2.0 FEET ABOVE NAVD88 AS DETERMINED
USING NOAA’S VDATUM MODEL (VER. 3.0).
-MEAN LOW WATER IS 2.5 FEET BELOW NAVD88 AS DETERMINED
DATUM 1988(NAVD88).
-SOUNDINGS/ELEVATIONS ON THIS MAP REFER TO NORTH AMERICAN VERTICAL
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
CLASSIFICATION GENERAL AS SPECIFIED IN EM 1110-2-1003.
-THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED USING PROJECT
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
X 349 PID: KU1331
10.62’ NAVD 1988
SILVER POINT
10.35’ NAVD 1988
MATCH LINE SHEET 2
MATCH LINE SHEET 4
E 1,049,500
E 1,049,500
GRID NORTH
E 1,050,000
E 1,050,500 E 1,050,500
E 1,050,000
BENCHMARK:
N.S.R.S BENCHMARK
ELEVATION:
BENCHMARK:
ELEVATION:
LOCAL CONTROL DATA
160’
CORPS OF ENGINEERS U. S. ARMYU. S. ARMY
(TYP.)
FENCE
DUNE
PRO 20
PRO 19
PRO 18
PRO 17
PRO 16
PRO 15
PRO 14
M H
W
M L
W
A P
P R
O X I
M A
W
P O
L L
A P
P R
O X I
M A
W
P O
L L
B A S
E L I
LEGEND
TOP OF SLOPE
BOTTOM OF SLOPE
boardwalk co nstruct ion. occupie d by NYCEDC and C
ONTRACTOR for beyond this po int.Thi s locat ion will be
Placement op eration s and e quipment sh all not exceed
65’ offs et of b aseline or at crest o f dune.
PROJECT LIMIT (NYCEDC fence line):
I
N T
E N
A N
E D
G I
R
S T
R I
C T
U
S
A R
R
G I
N E
E R
S
R E
C O
M M
E N
D
A P
P R
O V
E D
C H I
E
E R
A T I
O
P P
O
A N
C H
R A
N D
A
N T
Z
G E
R L
R L
A S
C H I
E
C H
N I
C
P P
O
C T I
O N
C O
N T
R A
D E
S C
R I
P T I
O N
D A
T E
D E
S C
R I
P T I
O N
D A
T E
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
NUMBER
REFERENCE
SHEET
E B
A C
K
D R
A
E B
A C
K
D E
S I
G N
F E
D E
R
V I
G A
T I
O J
E C
T
E A
C K
A W
A Y
I
N L
E
A
A C
E M
E
E A
W
D S
B
S O
L I
C I
T A
T I
S C
A L
P L
E B
A C
K
P L
T E
J
U
A U
G U
D A
T E
N T
E R
P O
O L
C H
E C
K
N T
E R
P O
O L
R E
V I
E W
SHEET 8 OF 12
SLOPE - 1V:20H
T
R M
A P
P R
O X I
M A
N T
O U
R
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