W912DS-18-B-0010_Contract_Plans.pdf
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- Maintenance Dredging of New York and New Jersey Channels - Ward Point Bend, NY&NJ Federal Navigation Project
- Solicitation number
- W912DS-18-B-0010
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W912DS-18-B-0010_Contract Plans
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| File | Type | Posted |
|---|---|---|
| W912DS18B0010_Abstract.pdf | ||
| Amendment_0001_NYSDEC_Permit.pdf | ||
| Amendment_0001.pdf | ||
| W912DS-18-B-0010_Solicitation.pdf | ||
| W912DS-18-B-0010_Technical_Specs.pdf |
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IN
D
E X
D e s c ri p ti o n
M a rk
D a te
D e s c ri p ti o n
A p p r.
D a te
A p p r.
M a rk
D R
A W
N
B Y
R E
V
IE
W E
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
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
R e c o m m e n d e d b y
A p p ro v e d b y
C H
E C
K
R A
N D
A L L
G
H
IN
T Z
G E
R L
T P E
R L A S
T E
C H
N
IC
A L
S
U P P
O R
T
S E
C T
IO
K
P E T E
R S
O N
H S T
O
P
K U
G L S T
A T T E
R
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
SHEET 1 OF 4
Numbers:
Reference
Sheet of Engineers
US Army Corps
New York District
DESCRIPTION
INDEX
Sheet
W912DS-18-B-0010
GENERAL LOCATION MAP, TYPICAL CROSS SECTION
FEDERAL NAVIGATION PROJECT
NEW YORK AND NEW JERSEY CHANNELS
WARD POINT BEND
MAINTENANCE DREDGING OF THE
M A
IN
T E
N A
N C
R
E D
G
IN
G
F E
D E
R A L
N
A V
IG
A T
O J E
C T
W A
O
IN
T
B
E N
D N
A
W
J E
R S E
Y
C
H A
N N
E L S
3-4 CHANNEL DESIGN & COORDINATES, SOUDINGS MAPS, BENCHMARKS
N
W
J E
R S E
Y
C
H A
N N
E L S
IN
T
B
E
M
IN
T E
N A
N
E D
G
G
F
T
H E
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 d a te
P lo t b y
S c a le
N /A
W
D S X
X
A P
R
IL
A P
R
IL
H S T
O N
E
D E
P A
R T
M E
H
M Y
N
R
N
I
S T
R I
C T
C O
R
G I
N E
E R
CORPS OF ENGINEERS U. S. ARMY
P
IC
A L
C
R O
S S
S E
C T
IO
N
G E
N E
R A L
L O
C A T
P
D e s c ri p ti o n
M a rk
D a te
D e s c ri p ti o n
A p p r.
D a te
A p p r.
M a rk
D R
A
R E
V
IE
W
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
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
R e c o m m e n d e d b y
A p p ro v e d b y
C H
E C
K
R A
N D
A L L
G
H
IN
T Z
G E
R L
P E
R L A S
T E
C H
N
IC
A L
S
U P P
O R
T
S E
C T
P E T E
R S
O N
H S T
O
K U
G L S T
A T T E
R
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
SHEET 2 OF 4
Numbers:
Reference
Sheet
HARS
WARD POINT BEND
-35'
-30'
-25'
-20'
-15'
-10'
-5'
0' MLLW
M A
IN
T E
N A
N
E D
G
IN
G
F E
D E
R A L
N
A V
IG
A T
O J E
C T
W A
IN
T
B
E N
D N
W
J E
R S E
Y
C
H A
N N
E L S
WITH CHANNEL LINES AND SHOALS
WARD POINT BENT
CHANNEL LINE
NOT TO SCALE
EXISTING BOTTOM
S L O P E
REQUIRED DEPTH 35 FT.
TYPICAL CROSS SECTION (35+2 ft.OD)
ALLOWABLE OVERDEPTH 2 FT
-37' MLLW
VICINITY MAP WITH PLACEMENT AREA
WITH COORDINATES
HISTORIC AREA REMEDIATION SITE
WITH SHOALS
PROJECT MAP
N
W
J E
R S E
Y
C
H A
N N
E L
IN
T
B
E
IN
T E
N A
N
E D
G
T
H E
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 d a te
P lo t b y
S c a le
N /A
W
D S X
X
A P
R
IL
A P
R
IL
H S T
O N
E
D E
P A
R T
M E
M Y
N
R
N
S T
R I
C T
C O
R
G I
N E
E R
CORPS OF ENGINEERS U. S. ARMY
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "FIRE".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NJ GIS
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.
MEDIAN CELL, SORTED TO A 45' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 3.5 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
NEW JERSEY MERCATOR - ZONE 2900, 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:
BY DOUBLE CLICKING ON ICON EDGE
PROJECT METADATA MAY BE VIEWED
J.MRAZ
N/A
J. BERTOLOTTI
13 FEBUARY 2018
5-6 FEBUARY 2018
FILE NO.: 1400
REQUEST NO.: 4664/N1
APPROVED:
APPROVED:
APPROVED:
APPROVED:
FIELD CARTOGRAPHER
LEAD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
SCALE:
DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 200 FEET
M. FORTE
D. CLARKE
DEPUTY CHIEF OF SURVEY
DATE:
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
42.8
42.4
41.7
41.6
41.4
41.2
41.1
41.0
41.0
40.9
40.9
40.8
40.8
40.7
40.7
40.6
40.6
40.5
40.3
40.3
40.3
40.2
40.2
40.2 40.2
40.1
40.1
40.1
40.0 39.9
39.9 39.9
39.8
39.7
39.7
39.5
39.5
39.5
39.5
39.4
39.4
39.3
39.3
39.3
39.3
39.3
39.3
39.3
39.2
39.2
39.2 39.2
39.1
39.1
39.1
39.0
39.0
38.9
38.9
38.9
38.9
38.8
38.8 38.8
38.7
38.7
38.6
38.6
38.5
38.5
38.5
38.5
38.5
38.4 38.4
38.4
38.4
38.4
38.4 38.4
38.4
38.4
38.4
38.4
38.4
38.4
38.3
38.3
38.3
38.3 38.3
38.3
38.2
38.2
38.2
38.2
38.2
38.2
38.2
38.2
38.1
38.1
38.1
38.1
38.1 38.1
38.1
38.1 38.1
38.1
38.1
38.1 38.1
38.1
38.1
38.1
38.0
38.0
38.0
38.0
38.0
38.0
38.0
38.0
38.0
38.0
38.0
37.9
37.9
37.9
37.9
37.9
37.9
37.9
37.9
37.9
37.9
37.8
37.8
37.8
37.8
37.8 37.8
37.8 37.8
37.8 37.8
37.7
37.7
37.7
37.7
37.7
37.7
37.7
37.7 37.7
37.7
37.7 37.7
37.6
37.6
37.6
37.6 37.6
37.6
37.6
37.6
37.6
37.5
37.5
37.5
37.5 37.5
37.5 37.5
37.5
37.5
37.5
37.4
37.4
37.4
37.4
37.4
37.4
37.4
37.4 37.4
37.4
37.4
37.4
37.4
37.4 37.4
37.3
37.3
37.3
37.3
37.3 37.3
37.3 37.3 37.3
37.3 37.3
37.3
37.3
37.2
37.2
37.2
37.2 37.2
37.2
37.2 37.2
37.2
37.2
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1
37.1 37.1
37.0
37.0
37.0
37.0 37.0 37.0
37.0
37.0
37.0
37.0 37.0
37.0
37.0
37.0
36.9
36.9
36.9 36.9
36.9 36.9
36.9
36.9
36.9
36.9
36.9
36.9
36.9 36.9
36.9 36.9
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.8
36.7
36.7
36.7
36.7
36.7 36.7
36.7
36.7
36.7
36.7
36.6
36.6
36.6
36.6
36.6
36.6
36.6
36.6
36.6 36.6
36.6 36.6
36.6
36.6
36.6 36.6
36.6
36.6
36.6
36.6
36.5
36.5 36.5
36.5
36.5
36.5
36.5
36.5
36.4
36.4 36.4
36.4 36.4
36.4 36.4
36.4 36.4
36.4 36.4
36.4
36.4 36.4
36.4
36.4
36.4
36.4
36.4
36.3
36.3
36.3
36.3
36.3 36.3
36.3
36.3 36.3
36.3
36.3
36.2
36.2
36.2
36.2
36.2
36.2 36.2
36.2 36.2
36.2
36.2
36.2 36.2
36.2
36.2
36.2 36.2
36.2
36.2
36.1
36.1
36.1
36.1
36.1
36.1
36.1 36.1
36.1 36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.0
36.0
36.0
36.0
35.9
35.9
35.9
35.9
35.9
35.9
35.9 35.9
35.9 35.9
35.9
35.9 35.9
35.9
35.8 35.8
35.8
35.8 35.8
35.8
35.8
35.8
35.8
35.8
35.7
35.7
35.7
35.7
35.7
35.7 35.7
35.7
35.7
35.7
35.7
35.7
35.7
35.6
35.6
35.6
35.6
35.6 35.6
35.6
35.6
35.6
35.6 35.6
35.6
35.6
35.6
35.6
35.6
35.5
35.5
35.5
35.5
35.5
35.5
35.5 35.5
35.5
35.5 35.5
35.5
35.5
35.5
35.5
35.5
35.5
35.4
35.4 35.4
35.4
35.4 35.4
35.4
35.4
35.4
35.4
35.4
35.4
35.4
35.3
35.3
35.3 35.3
35.3
35.3
35.3
35.3
35.3 35.3
35.3
35.2
35.2
35.2
35.2
35.2
35.2
35.2
35.2
35.2
35.2
35.1
35.1
35.1
35.1
35.1
35.1
35.1 35.1
35.1 35.1
35.1
35.1
35.1
35.1
35.0
35.0
35.0
35.0
35.0
35.0 35.0
35.0
35.0
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
-35
34.9
34.9
34.9
34.9
34.9
34.9
34.9
34.9
34.9
34.8
34.8
34.8
34.8
34.8 34.8
34.8
34.8
34.8
34.8 34.8
34.8
34.8
34.8
34.8
34.8
34.8
34.8 34.8
34.7
34.7
34.7
34.7
34.7
34.7
34.7
34.6
34.6 34.6
34.6
34.6
34.6
34.6
34.6 34.6
34.6
34.6
34.6
34.6
34.6
34.6
34.5
34.5
34.5
34.5
34.5
34.5
34.5
34.5
34.5
34.4
34.4
34.4 34.4
34.4
34.4
34.4
34.4
34.4
34.3
34.3
34.3
34.3
34.3
34.2
34.2
34.2
34.2 34.2
34.2 34.2
34.2
34.2
34.2
34.2
34.2
34.2
34.1
34.1
34.1
34.1
34.0
34.0
34.0
34.0
34.0
34.0
34.0
33.9
33.9
33.9
33.9
33.9
33.9
33.9
33.9
33.9
33.9
33.9
33.8
33.8
33.8
33.8
33.8
33.8 33.8
33.8
33.8
33.8
33.8
33.8
33.8
33.8
33.8
33.7
33.7
33.6
33.6
33.6
33.6
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.5
33.4
33.4
33.4
33.4 33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.3
33.3
33.3
33.3 33.3
33.3
33.3
33.3
33.3
33.3
33.3
33.3
33.3
33.2
33.2 33.2
33.2
33.2
33.2
33.2
33.2
33.2
33.1 33.1
33.1
33.1 33.1
33.1
33.1
33.1
33.1
33.1
33.1
33.1
33.1
33.1
33.0 33.0
33.0 33.0
33.0
33.0 33.0
33.0
33.0
33.0
33.0
32.9
32.9
32.9
32.9 32.9
32.9
32.9
32.9
32.9 32.9
32.9 32.9
32.9
32.9
32.9
32.9
32.9
32.9
32.9
32.8 32.8
32.8 32.8 32.8
32.8
32.8
32.8 32.8
32.8
32.7 32.7
32.7
32.7
32.7
32.7
32.7
32.7 32.7
32.7 32.7
32.7
32.7
32.7
32.7 32.7
32.7
32.6
32.6
32.6 32.6
32.6
32.6 32.6
32.6 32.6
32.6 32.6
32.6
32.6 32.6
32.6
32.6
32.6
32.5
32.5
32.5
32.5
32.5
32.5
32.5
32.5
32.5
32.4 32.4 32.4
32.4 32.4
32.4
32.4
32.4
32.4
32.4
32.4 32.4
32.4
32.4
32.4 32.4
32.4
32.4
32.3
32.3
32.3
32.3
32.3
32.3
32.2
32.2
32.2
32.2
32.1
32.1
32.1
32.0
32.0
31.7
31.4
28.2
27.9
26.4
26.2
26.1
26.1
26.0
25.8
25.8
25.7
25.5
25.4
25.3
25.3
25.3
25.2
25.2
25.2
25.1
25.1
25.0
24.9
24.9
24.8
24.8
24.7
24.6
24.6
24.6
24.5
24.5
24.4
24.4
24.3
24.3
24.2
24.0
24.0
23.9
23.8
23.8
23.6
23.5
23.4
23.3
23.3
23.1
23.1
22.8
22.8
22.7
22.6
22.4
22.2
22.0
21.9
21.8
21.8
21.8
21.5
21.5
21.5
21.2
21.2
21.2
21.2
21.1
21.1
21.1
21.0
20.8
20.8
20.7
20.5
20.4
20.3
20.3
20.2
20.2
20.1
20.1
20.0
20.0
19.9
18.4
17.6
17.6
17.3
16.9
16.6
16.2
16.1
16.0
15.8
15.6
15.6
15.3
15.3
15.3
15.2
15.1
15.1
15.1
15.1
15.0
15.0
14.9
14.8
14.7
14.7
14.5
14.4
14.2
14.1
14.1
13.7
13.4
13.4
13.4
13.3
13.2
13.2
13.2
13.1
12.9
12.5
12.3
12.0
2A CO
13A
S13C
S13B
S14
GRID NORTH
E 558,000
E 560,000
E 562,000
E 562,000
E 560,000
E 558,000
P E R T H A M B O Y A N C H O R A G E
T O T T E N V I L L E, N. Y.
M A
T
S
H E
E T
12A
S12B
S12C
14A
5 FEBRUARY 2018
EBB
RED BUOY #60
P E R T H A M B O Y, N. J.
A
H S T
O N
E
C H
E C
K
P
K U
G L S T
A T T E
R
A p p r.
D a te
D e s c ri p ti o n
M a rk
A p p r.
D a te
D e s c ri p ti o n
M a rk
D E
P A
R T
M E
M Y
N
S T
R I
C T
C O
R
G I
N E
E R
S
N
R
4664/N1
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
Numbers:
Reference
Sheet
R E
V
IE
W
P E T E
R S
O N
T E
C H
N
IC
A L
S
U P P
O R
T
S E
C T
IO
N S c a le
P lo t b y
P lo t d a te
A P
R
IL
H S T
O N
E
N /A
C o n tr a c t n o
W
D S X
X
S o lic it ia ti o n n o
D a te
A P
R
IL
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
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
R e c o m m e n d e d b y
A p p ro v e d b y
R A
N D
A L L
G
H
IN
T Z
G E
R L
P E
R L A S
SHEET 3 OF 4
M A
IN
T E
N A
N
E D
G
IN
G
F E
D E
R A L
N
A V
IG
A T
O J E
C T
W A
IN
T
B
E N
D N
W
J E
R S E
Y
C
H A
N N
E L S
S O
U N
D
P S B
E N
C H
M A
R K S
C H
A N
N E L
D
E S
IG
O R
D
IN
A T E
E E
T
S H E E T
SEQUINE -TO- OUTERBRIDGE
15B
15C
S5E
(WARD POINT BEND- EAST)
(RED BANK REACH)
(WARD POINT BEND- WEST)
15A1
15A2
2A CO
12A
X
A
X
A
S
S
S
B
S
C
S
S
S
A
X
X
A
A
A
A
S
C
S
B
S
A
S5X1
S5X2
5A1
5A2
S6
S5C
P7C
OUTERBRIDGE CROSSING
N 618,000
(SEQUINE POINT BEND)
(OUTERBRIDGE REACH)
R A
I T A N B A
Y
R A R
I T A N B
S5D
P7D
1A CO
NORTHING POINT IDEASTING
559467.852
559315.904
558932.016
558847.938
559654.769
560502.552
559814.684
559607.111
559700.255
560181.981
607232.400
607903.636
609599.477
609970.895
611959.042
606558.283
608417.631
609334.601
610475.658
611662.702
12A
2A CO
1A CO
13A
14A
S12B
S12C
S13B
S13C
S14
(WARD POINT BEND)
NYNJ CHANNELS
(DREDGING AREA)
-35.0 FT MLLW +2 FT OVERDEPTH
CORPS OF ENGINEERS U. S. ARMY
1A CO
NSRS BENCHMARK
ELEVATION: 63.49' NAVD 1988
BENCHMARK: B5 (PID: KV0006)
ELEVATION: 7.39' NAVD 1988
LOCAL CONTROL DATA
BENCHMARK: FIRE
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "FIRE".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
PURPOSES ONLY.
-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION
-AERIAL IMAGERY PROVIDED BY NJ GIS
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.
MEDIAN CELL, SORTED TO A 45' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 3.5 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
NEW JERSEY MERCATOR - ZONE 2900, 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:
BY DOUBLE CLICKING ON ICON EDGE
PROJECT METADATA MAY BE VIEWED
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9.6
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9.2 9.2
9.2
9.2
9.1
9.1
9.0
8.9
8.9 8.6
8.4
8.4 8.4
8.3
8.2
8.2
8.1 7.9
7.8
7.7
7.7
7.4
7.2
7.1
6.9
6.8
6.8 6.6
6.6 6.6
6.4
6.3
6.0
6.0
4664/N1
NORTHING POINT IDEASTING
(WARD POINT BEND)
NYNJ CHANNELS
R A R I T A N B A Y
P E R T H A M B O Y A N C H O R A G E
R A R I T A N B A Y
RED #58
FIXED ATON
N 6
00, R T
H
E
04, 06, 06, 04, 02, 00, 02, T C
H
T
O
S
H E E T
X2
10A1
X3
A
S11
S10-1
S B
S9-1
S8 -1
S7-1
X5
X4
8A1
9A1
2 FEBRUARY 2018
FLOOD
RED BUOY #56 W/LIGHT
2 FEBRUARY 2018
FLOOD
RED BUOY #50 W/LIGHT
2 FEBRUARY 2018
EBB
GREEN #49 W/LIGHT
2 FEBRUARY 2018
EBB
GREEN/RED JUNCTION BUOY2 FEBRUARY 2018
FLOOD
GREEN BUOY #55 W/LIGHT
SUBMERGED OBJECT
2 FEBRUARY 2018
FLOOD
RED BUOY #54
2 FEBRUARY 2018
EBB
GREEN #53 W/LIGHT
566591.747
565882.919
564957.134
563506.491
562255.187
561806.326
561638.869
561263.239
567259.101
566455.513
564918.376
563702.250
562205.308
602906.095
602765.684
602582.294
602727.355
603240.970
603425.211
603551.315
603834.182
604132.883
603694.579
603390.088
603511.698
604126.137
X5
X4
8A1
9A1
X2
10A1
X3
11A
S7-1
S8-1
S9-1
S10-1
S11
E E
T
S H E E T
SEQUINE -TO- OUTERBRIDGE
15B
15C
S5E
(WARD POINT BEND- WEST)
(RED BANK REACH)
(WARD POINT BEND- EAST)
15A1
15A2
2A CO
12A
X
A
X
A
S
S
S
B
S
C
S
S
S
A
X
X
A
A
A
A
S
C
S
B
S
A
S5X1
S5X2
5A1
5A2
S6
S5C
P7C
(SEQUINE POINT BEND)
(OUTERBRIDGE REACH)
OUTERBRIDGE CROSSING
R A
I T A N B A
Y
R A R
I T A N B
S5D
P7D
1A CO
(DREDGING AREA)
-35.0 FT MLLW +2 FT OVERDEPTH
CORPS OF ENGINEERS U. S. ARMY
NSRS BENCHMARK
ELEVATION: 63.49' NAVD 1988
BENCHMARK: B5 (PID: KV0006)
LOCAL CONTROL DATA
BENCHMARK: FIRE
ELEVATION: 7.39' NAVD 1988
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
J.MRAZ
N/A
J. BERTOLOTTI
13 FEBUARY 2018
5-6 FEBUARY 2018
D R
A
H S T
O N
E
C H
E C
K
P
K U
G L S T
A T T E
R
A p p r.
D a te
D e s c ri p ti o n
M a rk
A p p r.
D a te
D e s c ri p ti o n
M a rk
D E
P A
R T
M E
M Y
N
S T
R I
C T
C O
R
G I
N E
E R
S
N
R
FILE NO.: 1400
REQUEST NO.: 4664/N1
APPROVED:
APPROVED:
APPROVED:
APPROVED:
FIELD CARTOGRAPHER
LEAD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
SCALE:
DATES OF SURVEY:
FIELD BOOKS:
ONE INCH = 200 FEET
M. FORTE
D. CLARKE
DEPUTY CHIEF OF SURVEY
DATE:
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
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
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
R e c o m m e n d e d b y
A p p ro v e d b y
R A
N D
A L L
G
H
IN
T Z
G E
R L
P E
R L A S
Numbers:
Reference
Sheet
R E
V
IE
W
P E T E
R S
O N
T E
C H
N
IC
A L
S
U P P
O R
T
S E
C T
IO
N S c a le
P lo t b y
P lo t d a te
A P
R
IL
H S T
O N
E
N /A
C o n tr a c t n o
W
D S X
X
S o lic it ia ti o n n o
D a te
A P
R
IL
M A
IN
T E
N A
N
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G
IN
G
F E
D E
R A L
N
A V
IG
A T
O J E
C T
W A
IN
T
B
E N
D N
W
J E
R S E
Y
C
H A
N N
E L S
SHEET 4 OF 4
S O
U N
D
P S B
E N
C H
M A
R K S
C H
A N
N E L
D
E S
IG
O R
D
IN
A T E
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