AIWWXings_BrToSh_2010.pdf
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- W912HN-09-B-0012
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PLANS
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| File | Type | Posted |
|---|---|---|
| 09-B-0012BidAbstract.pdf | ||
| 09-B-0012 aiwwRevisedFront-End.pdf | ||
| 09-B-0012 aiww amd 0001.pdf | ||
| AIWWXings_BrToSh_Plans_amd1.pdf | ||
| SPECIFICATIONS.pdf |
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aiwwcover10.dgn 6/17/2009 3:57:52 PM
Maintenance Dredging
M a in te n a n c e D r e d g in g A tl a n ti c I n tr a c o a s ta l
W a te r w a y
B e a r I n le t to S h a ll o tt e I n le t, N o r th C a r o li n a
IF
B N o
W
H N -0
-B -0
IFB No. W912HN-09-B-0012
This project was designed by the Wilmingtion District of the U.S. Army Corps of Engineers
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
SITES
Atlantic Intracoastal Waterway Bear Inlet to Shallotte Inlet North Carolina overall10.dgn 6/18/2009 12:36:25 PM
P-1
L O
C A T
IO
N
M A P
A N
D
IN
D E
X
O F
D R
A W
IN
G S
SHEET 1 OF 20
C H
K
B Y
D E S
IG
N
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
IL
M E
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
C O
R P S
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
C
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
IN
G
D E
PLATE
NUMBER
A P P
R O
V
C H
IE
F E
N G
IN
E E
R
A N
C H
C H
IE
F
D E S
IG
C T
IO
N G
C R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
L
W
T E
R W
A Y
B E
A U
F O
R T
IT
T
IV
E R
N O
R
R O
L
IN
A
J
U N
N
P-1
P-2
P-3
PLATE
No.
SHEET
No.
INDEX OF DRAWINGS
LOCATION MAP AND INDEX OF DRAWINGS
TITLE
0 10 20 30
SCALE IN MILES
R
IV
E R
N E U S E
R
IV
ER
GREENE
CARTERET
WASHINGTON
DARE
TYRREL
BEAUFORT
PAMLICO
CRAVEN
HANOVER
NEW
ONSLOW
JONES
LENOIR
DUPLIN
PENDER
BRUNSWICK
COLUMBUS
BLADEN
SAMPSON
MARTIN
WAYNE
PITT
WILSON
JOHNSTON
EDGECOMBE
NASH
RIVER
HYDE
Carolina Beach
Wilmington
Topsail Beach
Morehead City Beaufort
Washington
Manteo
P A
M
LI
CO
U N D
C S
N
BEAR TO BROWN INLET CROSSINGS
P-4
P-5
P-6
Jacksonville
BEAR TO BROWN INLET CROSSING DISPOSAL AREA
TANGENT 1 CHANNELS TO JACKSONVILLE
TANGENT 1 SECTION 4 CAROLINA BEACH INLET CROSSING
TANGENT 8 LOCKWOODS FOLLY RIVER CROSSING
TANGENT 11 LOCKWOODS FOLLY INLET CROSSING
LOCKWOODS FOLLY INLET CROSSING DISPOSAL AREA
SPILLWAY DETAILS
TANGENTS 4 & 4A SECTION 5 AND TANGENT 1 SECTION 4 VICINITY OF SNOWS CUT
CAROLINA BEACH INLET CROSSING AND SNOWS CUT DISPOSAL AREA MAP
TANGENTS I & J SECTION 2 TANGENT 1 SECTION 3 NEW RIVER INLET CROSSING
LOCKWOODS FOLLY RIVER and
LOCKWOODS FOLLY INLET CROSSINGS
CAROLINA BEACH INLET CROSSING
and TANGENT 4A SECTION 5 (Snows Cut)
LOCKWOODS FOLLY RIVER CROSSING DISPOSAL AREA 286
SPILLWAY PROFILE
NEW RIVER INLET CROSSING and TANGENTS 1 & 2 (Channels to Jacksonville)
SHALLOTTE INLET CROSSING
TANGENT 2 CHANNELS TO JACKSONVILLEP-7
P-8
P-9
P-10
P-11
P-12
P-13
P-14
P-15
P-16
P-17
S-1
S-2
SHALLOTTE INLET CROSSING DISPOSAL AREA
O V
E R
A L
L .D
G N
TANGENT F SECTION 2 STA 45+00 TO 170+00 BEAR TO BROWN INLET CROSSING
NEW RIVER INLET CROSSING AND TANGENTS 1 & 2 (CHANNELS TO JACKSONVILLE)
DISPOSAL AREA
TANGENTS 19 & 20 SHALLOTTE INLET CROSSING
TANGENT E SECTION 2 & TANGENT F SECTION 2 STA 0+00 TO 45+00
BEAR TO BROWN INLET CROSSING
P-18
DISPOSAL AREA 286 (SHEEP ISLAND) EXISTING TOPO
bearbrown10.dgn 6/17/2009 3:59:17 PM
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
NOTES
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
90’
SOUNDING-11.3
P-2
DESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
BCN #59 2538056.30 322423.31 34 37.3551294 77 12.6868340
1.
2.
3.
4.
5.
6.
7.
SHEET 2 OF 20
M A
T
I
A
M A
T
A
T A
N G
E N
T
E
S E
C T
IO
A N
G E
N T
F
S E
C T
IO
N
S T
A
T
O
B E
O W
N
IN
L E T
C
R O
S S
IN
G
M A
T
A
A
B E
A R
B R
O W
N .D
G N
CENTERLINE OFFSET (TYP.)
CHANNEL PRISM LINE (TYP.)
TANGENT E
TANGENT F
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 12 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER",
USING D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: BCN #63
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-4.
5+0010+0015+0020+0025+0030+0035+0040+00
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12’12’12’ 12’12’
12’12’
12’
12’ 12’12’
12’ 12’12’
12’
10+03
(244.6’)
PT. "C"
25+53
(301.1’)39+97
(289.4’)
90’
N 319,905.5
E 2,535,428.9
N 319,843.1
E 2,535,493.8
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C
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0+005+00
"59"
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0+00
(346.3’)
90’
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-11.4
-11.5
-15.6
-14.9
-10.6
-11.6
-12.2
-11.9
-11.8
-12.3
-12.0
-11.8
-11.0
-10.9
-9.8
-10.6
-11.9
-11.4
-9.9
-10.8
-11.2
-12.8
-13.2
-12.7
-11.4
-10.6
-10.2
-10.5
-10.0
-10.4
-9.1
-9.9
-10.7
-13.8
-8.7
-10.9-11.6 -11.1
-10.7
-10.3-10.1
-10.5 -10.2
-10.6
-15.0 -14.8
-15.4
-14.0-13.9
-13.3-13.6 -13.9-13.6
-13.4
-11.6 -11.1
-10.4-10.6
-10.2 -10.3
-7.8
-11.7
-10.5
-9.9
-10.7
-11.6
-11.4
-10.8
-11.7
-10.4
-9.4
-8.8
-9.3
-8.3
-8.3
-8.7
-8.5
-8.8
-10.1
-9.4
-8.4
-8.3
-8.5
-9.0
-8.9
-9.6
-8.9
-8.7
-8.5
-8.5
-9.2
-9.8
-8.6
-8.0
-8.0
-10.7
-10.2
-8.4
-9.2
-10.2
-10.7
-11.1
-10.8
-7.4
-7.3
-8.0
-9.6
-6.6
-7.2
-7.7
-7.0
-10.1
-14.7
-8.4-9.3 -10.0
-10.2
-9.7-9.4-9.6-9.8-9.7-9.4-9.7-9.8-10.0 -10.0
-10.1 -10.3-10.4
-10.2 -10.2
-10.2-10.5-10.4 -10.9
-10.9 -10.1
-11.4 -12.8-14.1-14.6
-12.9 -12.2
-12.1 -11.4
-10.6-14.1-12.0 -14.2-15.4
-14.8 -13.8
-14.8 -14.4-12.8
-12.7 -12.3
-12.7-12.3 -11.4-11.3
-11.0 -12.0-11.7-11.2-12.8
-12.4-12.1 -11.2
-9.9 -10.3
-10.0-10.1 -9.4-9.7
-9.6
-10.4
-18.1’
-17.3’
-17.7’
-17.3’
-15.4’
-15.6’
-11.8’
-12.7’
-12.9’
-13.3’
-13.5’
-14.6’
-19.9’
-19.2’
-18.1’
-16.4’
-9.3’
-9.6’
-10.4’
-11.2’
-11.5’
-12.4’
-11.8’
-19.6’
-18.4’
-15.9’
-16.4’
-16.9’ -13.7’
-11.9’
-13.2’
-13.8’
-14.5’
-15.6’
-14.6’
-12.0’
-13.9’ -14.9’
-16.0’
-16.7’
-16.2’
-17.6’
-16.8’
-15.7’ -14.3’
-13.6’ 12’
12’
12’
12’
12’
12’
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
39+95
N 322,466.9
E 2,537,886.9
N 322,404.5
E 2,537,951.8
N 322,607.4
E 2,538,021.7
N 322,552.6
E 2,538,093.9
N 323,115.0
E 2,538,322.1
N 323,069.1
E 2,538,399.5
N 325,954.8
E 2,540,002.9
N 325,909.0
E 2,540,080.3
DESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
BCN #59 2538056.30 322423.31 34 37.3551294 77 12.6868340
N 324,922.2
E 2,539,391.7
N 324,876.3
E 2,539,469.1
TANGENT DSECTION 2
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-4.
bearbrown10.dgn 6/17/2009 3:59:39 PM
NOTES
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
M A
T C
H L I
A
M A
T C
H L I
A
M A
T C
H L I
A
CHANNEL PRISM LINE (TYP.)
CENTERLINE (TYP.)
CENTERLINE OFFSET (TYP.)
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
90’
SOUNDING
M A
T C
H L I
A
1.
2.
3.
4.
5.
6.
7.
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
-11.3
P-3
SHEET 3 OF 20
T A
N G
E N
T
F
S E
C T
IO
N
S T
A
T
O
B E
O W
N
IN
L E T
C
R O
S S
IN
G
M A
T C
H L I
A
A
NUN #60 2529284.09 313512.21 34 35.9120601 77 14.4675335
BCN #61 2532369.93 316519.01 34 36.3986624 77 13.8417022
CAN #61a 2529337.84 313346.53 34 35.8845922 77 14.4574039
DM #63 2528634.97 312629.63 34 35.7684698 77 14.6000463
B E
A R
B R
O W
N .D
G N
TANGENT F
TANGENT F
TANGENT F
BORING
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 9 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER",
USING D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: BCN #63.
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-4.
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N G
C R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
B E
A U
F O
R T
T
E R
N O
R
R O
L
IN
A
J
50+0055+0060+0065+0070+0075+0080+0085+00
BM SCSB-49 CE 1978
"61"
-13.5’
-13.8’
-14.1’
-14.2’
-14.4’
-14.8’
-14.2’
-14.2’
-13.9’
-14.4’
-14.0’
-13.5’
-13.8’
-13.8’
-12.9’
-13.2’
-13.7’
-12.8’
-12.8’
-12.6’
-12.8’
-12.7’
-11.8’
-12.1’
-14.3’
-15.3’
-15.7’
-16.3’
-17.8’
-19.0’
-18.8’
-19.3’
-18.1’
-17.2’
-14.4’
-12.5’
-10.3’
-9.1’
-9.6’
-10.8’
-11.5’
-12.3’
-13.1’
-13.5’
-14.2’
-15.0’
-15.1’
-15.4’
-14.4’
-15.0’
-14.9’
-14.9’
-14.6’
-14.7’
-14.2’
-14.8’
-15.1’
-15.0’
-15.7’
-15.2’
-15.7’
-13.6’
-13.2’
-12.9’
-12.3’
-12.0’
-11.9’
-11.7’
-11.7’
-11.6’
-11.1’
-11.3’
-11.2’
-10.5’
-11.4’
-11.5’
-11.6’
-11.4’
-11.6’
-13.4’
-12.9’
-13.4’
-14.0’
-15.4’
-14.5’
-15.2’
-13.3’
-14.1’
-13.7’
-14.7’
-14.2’
-14.5’
-12.9’
-14.1’
-14.2’
-12.9’
-14.5’
-14.9’
-15.5’
-16.3’
-16.7’
-17.1’
-16.6’
-16.0’
-16.7’
-16.4’
-15.1’ -18.3’
-19.0’
-19.6’
-19.3’
-18.4’
-18.1’
-17.9’
-17.7’
-17.2’
-16.5’
-15.4’
-14.6’
-13.6’
-13.7’
-12.9’
-13.5’
-13.0’
-12.8’
-13.2’
-13.3’
-13.2’
-13.1’
-13.4’
-13.4’
-13.9’
-14.0’
-14.1’
-14.1’
-14.8’
-14.7’
-14.3’
-14.0’
-13.8’
-13.7’
-13.6’
-13.6’
-14.1’
-14.2’
-13.5’
-14.2’
-14.3’
-13.4’
-13.6’
-13.5’
-13.4’
-12.7’
-12.6’
-13.7’
-13.5’
-14.0’
-17.6’
-8.0’
-4.9’
-5.8’
-6.5’ -10.1’
-11.7’
-12.7’
-15.0’
-14.7’
-14.9’
-14.9’
-15.0’
-14.2’
-15.8’
-14.2’
-15.0’
-16.0’
-14.6’
-14.7’
-13.8’
-14.7’
-14.2’
-12.2’
-12.1’
-10.9’
-11.3’
-11.1’
-10.5’
-10.0’
-10.4’
-10.8’
-10.7’
-11.8’
-12.5’
-13.6’
-13.6’
-12.8’
-12.2’
-12.9’
-13.6’
-13.0’
-13.3’
-13.3’
-13.6’
-14.6’
-12.3’
-13.3’
-14.6’
-15.1’
-16.6’
-16.7’
-17.6’
-18.3’
-18.9’
-18.9’
-19.0’
-20.7’
-21.1’
-20.8’
-20.6’
-20.0’
-18.8’
-18.1’
-17.4’
-15.7’
-14.8’
-13.5’
-12.5’
-11.8’
-9.9’
-8.8’
-7.6’ -6.0’
-6.8’ -7.1’
-7.5’
-7.6’
-8.8’ -8.4’
-8.7’
-8.2’
-8.4’ -9.2’
-9.9’ -9.7’
-9.2’
-9.4’
-8.7’
-8.4’
-8.8’
-13.8’
-14.1’
-13.7’
-13.7’
-14.8’
-14.0’
-14.2’
-13.6’
-14.2’
-13.9’
-13.7’
-14.1’
-13.8’
-13.3’
-12.9’
-12.9’
-12.6’
-13.1’
-11.9’
-12.2’
-11.9’
-12.3’
-11.5’
-13.1’
-12.4’
-14.5’
-12.9’
-13.3’
-13.1’
-15.6’
-16.9’
-15.9’
-13.7’
-12.7’
-10.5’
-8.9’
-8.2’
-7.3’
-6.6’
-4.7’ -3.9’
-5.6’
-6.0’
-6.5’
-7.1’
-8.3’ -9.2’
-10.2’
-11.0’
-12.0’
-13.2’
-14.3’
-14.0’
-14.3’
-13.8’
-13.8’
-13.6’
-14.1’
-14.7’
-15.5’
-15.9’
-15.1’
-15.9’
-15.1’
-15.5’
-15.8’
-14.3’
-13.0’
-13.3’
-12.7’
-13.2’
-13.6’
-13.4’
-12.5’
-13.1’
-11.2’
-11.0’
-10.8’
-10.8’
-11.6’
-11.3’
-12.3’
-13.8’
-13.4’
-13.9’
-13.0’
-13.4’
-13.9’
-13.8’
-14.1’
-14.6’
-13.4’
-14.2’
-13.7’
-13.7’
-14.2’
-14.7’
-15.9’
-16.8’ -19.8’
-20.0’
-19.7’
-16.9’
-15.3’
-13.0’
-12.1’
-11.8’
-11.7’
-11.3’
-11.2’
-12.1’
-12.2’
-11.4’
-12.2’
-11.3’
-12.1’
-12.2’
-12.4’
-13.1’
-13.6’
-14.2’
-13.3’
-12.9’
-6.1’ -7.3’
-7.3’
-7.1’
-6.8’ -6.3’
-5.5’
-6.8’ -6.6’
-7.1’ -5.6’
-4.7’ -4.3’
-5.9’
-6.8’ -6.9’
-7.6’
-7.0’
-8.7’ -8.5’
-8.7’
-9.1’
-9.4’ -9.2’
-9.2’ -8.5’
-9.2’ -9.6’
-10.3’
-11.3’
-10.4’
-9.5’
-9.4’ -10.2’
-8.4’
-7.3’
-5.9’
-5.9’
-4.2’
-4.0’ -3.5’
-3.8’ -4.7’
-4.7’
-5.2’
-5.7’
-6.6’ -7.0’
-7.5’ -8.2’
-9.4’
-10.3’
-10.7’
-12.0’
-9.9’
-12.4’
-12.3’
-11.4’
-11.1’
-12.5’
-14.2’
-14.6’
-13.4’
-12.5’
-14.2’
-15.6’
-15.5’
-14.6’
-13.7’ -13.4’
-12.4’
-13.1’
-11.3’
-11.9’
-14.2’
-14.4’
-15.1’
-15.9’
-13.9’
-13.2’
-13.3’
-14.2’
-14.1’
-15.5’
-15.1’
-14.4’ -10.8’
-10.9’
-11.6’
-13.3’
-18.5’
-16.9’
-12.5’
-13.3’
-12.7’
-13.0’
-12.5’
-13.6’
-12.6’
-12.4’
-12.7’
-13.0’
-13.4’
-13.9’-13.7’
-12.9’
-13.4’
-13.7’
-12.7’
-12.7’
-12.3’
-11.9’
-12.2’
-12.0’
-11.2’
-12.3’ -14.3’
-12.8’
-11.3’
-4.5’
-6.8’
-11.4’
-12.4’
-13.1’
-14.4’
-14.1’
-14.2’
-13.6’
-13.9’
-13.6’
-14.0’ -15.0’
-15.0’
-14.2’
-14.7’
-15.0’
-14.6’
-14.7’
-15.3’
-14.9’
-14.8’
-15.2’
-14.3’
-14.2’
-14.4’
-13.4’
-14.3’
-13.7’
-13.0’
12’
12’12’ 12’
12’ 12’
N 318,967.5
E 2,534,528.8
N 318,905.2
E 2,534,593.7
N 318,137.7
E 2,533,732.5
N 318,075.4
E 2,533,797.4
N 317,452.3
E 2,533,074.7
N 317,390.0
E 2,533,139.7
95+00100+00105+00110+00115+00120+00
125+00130+00
90’
IP PT. "G"
90’
"61A"
"60"
-13.8’
-15.7’
-17.7’
-14.4’
-10.1’
-6.8’
-8.3’ -9.6’
-12.8’
-11.3’
-11.6’
-10.4’
-11.3’
-11.6’
-12.3’
-13.8’
-12.8’
-12.8’
-12.5’
-12.5’
-12.4’
-12.3’
-12.7’
-12.6’
-12.4’
-12.8’
-12.6’
-12.7’
-12.7’
-12.8’
-12.1’
-12.0’
-12.1’
-12.1’
-12.3’
-12.2’
-12.0’
-11.9’
-11.9’
-12.0’
-12.4’
-12.6’
-12.8’
-12.8’
-12.9’
-12.5’
-12.3’
-12.2’
-12.1’
-13.9’
-14.3’
-14.0’
-13.9’
-13.7’
-13.9’
-13.7’
-13.8’
-13.9’
-13.7’
-13.9’
-13.5’
-13.8’
-13.6’
-13.8’
-13.4’
-13.4’
-13.5’
-13.9’
-13.7’
-13.6’
-13.8’
-13.8’
-13.7’
-14.2’
-14.2’
-14.0’
-13.8’
-14.3’
-13.1’
-12.3’
-11.9’
-12.1’
-12.6’
-12.3’
-12.0’
-12.3’
-12.3’
-12.2’
-12.2’
-12.1’
-12.0’
-12.0’
-11.9’
-12.1’
-11.9’
-11.9’
-12.1’
-11.9’
-11.8’
-12.3’
-11.9’
-11.9’
-12.2’
-12.3’
-12.5’
-12.5’
-12.5’
-13.0’
-12.5’
-12.5’
-12.5’
-12.4’
-12.2’
-12.2’
-12.3’
-12.0’
-12.0’
-12.1’
-11.9’
-12.0’
-12.1’
-13.6’
-13.0’
-11.0’
-10.9’
-11.2’
-10.6’
-10.2’
-11.1’
-10.6’
-10.1’
-8.0’
-8.8’
-13.0’
-17.8’
-18.5’
-18.4’
-14.7’
-14.3’
-14.8’
-14.5’
-15.1’
-12.6’
-7.5’
-6.5’
-6.2’
-6.0’
-6.5’
-10.3’
-11.9’
-13.0’
-12.5’
-11.4’
-11.9’
-12.9’
-12.9’
-13.1’
-13.7’
-14.1’
-13.8’
-14.3’
-12.7’
-12.7’
-12.9’
-12.4’
-12.5’
-12.7’
-12.7’
-12.4’
-12.6’
-12.4’
-12.5’
-12.5’
-12.2’
-12.3’
-12.1’
-12.4’
-12.7’
-12.9’
-13.0’
-12.9’
-12.7’
-12.1’
-12.2’
-11.6’
-12.9’
-13.7’
-14.2’
-14.3’
-14.2’
-14.0’
-13.7’
-8.8’
-8.1’
-8.2’ -8.6’
-9.1’
-9.5’ -9.0’
-9.1’ -10.3’
-9.7’ -9.2’
-9.5’
-9.4’
-9.5’ -9.6’
-10.6’
-9.8’
-9.4’
-9.0’
-8.8’ -8.8’
-9.3’
-8.9’
-9.0’ -9.5’
-9.8’
-9.6’ -9.3’
-8.7’
-9.1’
-9.2’
-9.5’
-9.4’ -8.9’
-8.2’
-8.5’
-8.2’ -8.6’
-9.7’
-9.0’
-8.1’
-8.5’
-8.6’ -8.8’
-8.8’ -9.7’
-9.6’
-9.1’
-8.4’
-5.9’ -4.1’
-3.0’
-3.6’
-5.3’
-9.5’
-9.7’
-10.6’
-10.8’
-11.7’
-10.7’
-10.6’
-10.1’
-10.0’
-12.3’
-19.0’
-22.2’
-21.6’
-16.0’
-14.3’
-13.7’
-14.7’
-16.1’ -15.5’
-14.7’
-8.4’ -7.8’
-15.4’
-13.0’
-11.8’
-12.0’
-12.4’
-12.3’
-13.0’
-13.2’
-13.6’
-12.4’
-12.3’
-12.2’
-12.0’
-12.1’
-12.0’
-12.2’
-12.4’
-12.4’
-12.4’
-12.3’
-12.1’
-12.2’
-12.4’
-12.2’
-12.0’
-12.3’
-12.3’
-12.4’
-12.3’
-12.3’
-12.0’
-12.1’
-12.5’
-12.7’
-12.4’
-12.9’
-12.9’
-12.2’
-12.1’ -12.1’
-12.8’
-13.9’
-14.1’
-13.9’
-14.1’
-13.7’
-13.9’
-13.8’
-13.8’
-13.9’
-13.7’
-13.8’
-13.3’
-13.0’
-13.3’
-13.8’
-13.8’
-11.6’
-11.9’
-12.1’
-11.4’
-11.4’
-10.8’
-11.8’
-11.8’
-11.2’
-11.0’
-10.7’
-11.4’
-11.1’
-11.9’
-11.4’
-11.5’
-11.0’
-11.0’
-11.9’
-10.4’
-9.1’
-9.3’
-8.6’
-6.5’ -5.2’
-4.9’ -5.1’
-6.9’
-8.8’
-10.8’ -10.8’
-9.8’
-9.8’
-9.2’
-10.4’
-14.9’
-20.8’
-12.0’
-10.8’
-12.3’
-15.1’
-16.0’
-7.0’ -6.2’
-5.0’ -7.1’
-9.1’
-14.6’
-11.4’
-10.3’
-9.8’
-10.7’
-11.1’
-11.4’
-8.9’
-11.2’
-9.5’ -9.6’
-8.8’
-7.5’
-7.6’
-8.8’ -8.4’
-8.1’
-8.2’ -6.6’
-8.1’ -7.0’
-6.8’
-7.5’ -6.0’
-5.9’
-6.2’ -5.2’
-5.2’
-5.7’ -6.2’
-6.4’
-7.3’
-6.2’
-5.6’ -6.2’
-6.4’
-6.6’ -6.1’
-5.8’ -4.9’
-6.2’ -5.8’
-6.3’
-6.8’
-6.5’
-6.1’
-13.6’
-13.4’
-13.2’
-11.9’
-12.2’
-12.0’
-12.6’
-12.3’
-12.1’
-12.9’
-12.1’
-12.0’
-12.3’
-12.4’
-13.6’
-13.1’
-12.9’
-12.6’
-11.8’
-10.9’
-10.5’
-9.4’ -9.0’
-9.8’ -11.3’
-11.0’
-9.2’
-7.4’ -8.9’
-7.0’ -15.1’
-15.5’
-12.9’
-13.4’
-9.9’
-9.6’
-7.3’
-6.7’
-6.6’ -10.7’
-12.2’
-13.1’ -11.6’
-11.0’
-12.1’
-12.3’
-12.9’
-13.1’
-13.4’
-13.6’
-13.0’
-12.8’
-12.2’
-11.8’
-10.7’
-10.6’
-10.7’
-10.4’
-10.8’
-11.0’
-11.5’
-11.6’
-11.8’
-11.4’
-11.7’
-11.2’
-10.8’
-10.9’
-9.6’
-9.9’
-10.4’
-10.8’
-11.4’
-11.7’
-12.3’
-10.7’
-11.5’
-10.6’
-11.1’
-11.0’
-10.9’
-10.5’
-10.9’
-11.4’
-11.8’
-11.9’
-10.5’
-13.7’
-13.5’
-14.0’
-13.8’
-13.6’
-13.4’
-13.7’
-10.7’
12’12’12’
12’
12’
PT. "F"
(292.2’)
N 313,880.8
E 2,529,647.4
N 313,818.4
E 2,529,712.3
BIAIWW-V-09-1BIAIWW-V-09-2 BIAIWW-V-09-1BIAIWW-V-09-2
140+00145+00150+00155+00160+00165+00170+00
-12.3’ -12.2’
-12.2’
-12.1’ -12.0’
-12.1’
-13.6’
-13.1’
-13.5’
-12.2’
-12.2’
-12.1’
-11.9’
-12.9’
-12.9’
-12.4’
-12.9’
-13.0’
-12.6’
-12.7’
-13.7’
-13.8’
-12.4’
-12.7’
-11.4’
-11.8’
-11.7’ -11.6’
-12.2’
-13.4’
-13.3’
-13.4’
-13.7’
-13.4’
-13.6’
-14.0’
-13.6’
-13.7’
-13.2’
-13.1’
-13.3’
-12.8’
-11.0’
-10.8’
-11.3’
-11.0’
-11.5’
-11.5’
-12.2’
-14.4’
-12.8’
-12.1’
-12.5’
-13.4’
-13.9’
-12.9’
-12.7’
-11.9’
-12.4’
-12.4’
-8.0’
-8.8’ -8.9’
-10.6’
-8.9’ -6.0’
-5.2’ -5.5’
-6.3’
-6.8’
-6.8’
-7.5’
-12.9’ -12.6’
-13.0’
-12.9’
-13.2’
-13.3’
-13.4’
-13.0’
-12.5’
-12.3’
-12.1’
-12.1’
-11.8’
-11.8’
-11.8’
-11.7’
-11.8’
-11.9’ -12.2’
-12.1’
-12.4’
-13.1’
-13.7’
-13.9’
-13.6’
-14.1’
-13.6’
-13.4’
-13.0’
-12.6’
-12.9’
-13.4’
-13.6’
-13.9’
-14.6’
-14.2’
-13.8’
-13.4’
-12.7’
-11.4’
-10.5’
-10.4’
-10.8’
-11.1’
-11.5’
-12.4’
-13.8’
-15.7’
-14.3’
-11.6’
-11.6’
-10.3’
-10.0’
-10.8’
-11.8’
-12.3’
-12.8’
-14.2’
-13.9’
-14.1’
-14.1’
-14.4’
-13.7’
-13.5’
-13.3’
-12.0’
-11.9’
-11.6’
-11.3’
-11.7’
-11.9’
-12.0’
-12.1’
-13.0’
-12.5’
-12.3’
-12.4’
-12.1’
-11.4’
-11.3’
-11.1’
-10.7’
-11.2’
-11.1’
-11.4’
-11.6’
-11.9’
-12.3’
-12.7’
-13.2’
-13.7’
-13.9’
-13.8’
-13.2’
-13.4’
-13.8’
-14.0’
-13.6’
-13.8’
-13.8’
-13.4’
-13.3’
-12.8’
-13.0’
-12.7’
-12.8’
-12.3’
-12.1’
-12.2’
-12.1’
-12.4’
-13.4’
-13.2’
-13.3’
-13.3’
-13.4’
-13.4’
-13.4’
-13.8’
-13.2’
-13.0’
-12.6’
-12.1’
-11.3’
-11.1’
-10.8’
-10.9’
-10.8’
-13.3’
-13.7’
-11.4’
-11.3’
-11.1’
-11.6’
-12.0’
-13.7’
-14.1’
-15.1’
-15.7’
-16.0’ -12.0’
-11.5’
-11.0’
-10.5’
-10.0’
-10.2’
-10.4’
-11.3’
-10.6’
-10.6’
-10.2’
-9.8’
-9.6’
-9.6’
-9.8’
-9.8’
-10.5’
-10.8’
-10.9’
-10.8’
-9.2’
-9.7’
-9.7’
-9.6’
-9.7’
-10.4’
-10.1’
-10.9’
-11.5’
-9.8’
-10.6’
-10.4’
-10.9’
-10.2’
-10.7’
-10.4’
-12.6’
-12.6’
-12.9’
-12.5’
-12.8’
-12.6’
-12.5’
-12.4’
-12.5’
-12.5’
-12.7’
-12.4’
-12.4’
-12.4’
-13.2’
-13.9’
-14.0’
-13.9’
-14.1’
-14.4’
-14.2’
-13.4’
-13.4’
-13.6’
-13.5’
-13.4’
-13.9’
-13.7’
-13.7’
-14.0’
-13.6’
-13.6’
-13.4’
-12.5’
-12.3’
-12.7’
-11.9’
-10.6’
-10.4’
-11.1’
-10.9’
-11.2’
-11.3’
-12.1’
-14.7’
-16.1’
-13.7’
-12.6’
-10.6’ -11.4’
-12.9’
-14.0’
-13.8’
-14.6’
-14.3’
-14.2’
-14.2’
-13.9’
-13.7’
-13.9’
-13.7’
-12.5’
-11.9’
-11.9’
-11.4’
-10.6’
-10.3’
-10.4’
-11.2’ -11.6’
-11.9’
-11.3’
-10.9’
-10.5’
-10.1’
-10.3’
-10.2’
-10.5’
-10.9’
-11.3’
-12.2’
-12.4’
-12.4’
-13.2’
-13.1’
-13.5’
-13.7’
-9.7’ -6.9’
-5.9’
-5.3’
-7.9’
-7.3’
-7.5’ -9.0’
-8.2’ -9.7’
-8.4’ -7.9’
-8.4’
-11.0’
-11.6’
-9.7’ -9.3’
-8.8’ -8.4’
-8.9’ -8.2’
-9.8’
-10.4’
-11.4’
-9.9’ -10.3’
-9.7’
-9.6’
-9.3’
-9.6’
-9.6’
-10.2’
-10.3’
-9.6’
-9.3’ -7.8’
-7.0’
-6.8’
-7.6’ -8.7’
-9.3’ -10.0’
-12.0’
-12.8’
-10.5’
-10.5’
-10.9’
-12.1’
-13.0’
-13.3’
-13.4’
-13.3’
-13.7’
-13.9’
-13.9’
-14.1’
-13.0’
-12.7’
-12.5’
-12.3’
-12.9’
-13.0’
-11.7’
-11.5’
-11.4’
-11.2’
-11.3’
-12.5’
-13.0’
-13.2’
-13.6’
-13.5’
-13.4’
-13.2’
-13.1’
-13.1’
-12.3’
-12.0’
-11.9’
-12.4’
-12.0’
-11.3’
-11.0’
-11.0’
-11.4’
-11.9’
-11.0’
-11.3’
-12.7’
-12.7’
-12.6’
-12.5’
-12.3’
-12.7’
-12.6’
-13.2’
-13.4’
-13.7’
-13.3’
-12.4’
-13.4’
-13.4’
-13.0’
-13.2’
-13.3’
-11.9’
-11.0’
-10.8’
-10.7’
-10.1’
-10.1’
-9.6’ -9.8’
-10.0’
-12.6’-8.5’
12’ 12’
12’
12’12’12’12’
12’ 12’ 12’
"63"
TIDE GAGE
170+07
(245.7’)
12’
N 312,293.4
E 2,528,124.1
N 312,231.1
E 2,528,189.1
BIAIWW-V-09-3BIAIWW-V-09-4
N 311,427.6
E 2,527,293.3
N 311,365.3
E 2,527,358.2
N 310,814.3
E 2,526,704.7
N 310,752.0
E 2,526,769.7
BIAIWW-V-09-3BIAIWW-V-09-4
brbrndisp10.dgn 6/17/2009 4:02:09 PM
NOTES:
AREA TO BE DREDGED SHOWN THUS -
HORIZONTAL DATUM NAD 1983.
1.
2.
FILL MATERIAL SHALL BE PLACED AT TYPICAL BEACH DISPOSAL
SECTION UNTIL MATERIAL TO BE DREDGED IS EXHAUSTED.
WIDTH OF TYPICAL BEACH DISPOSAL SECTION MAY BE ADJUSTED
AT THE DISCRETION OF THE C.O.R. TO ASSURE MATERIAL
PLACEMENT WITHIN THE LIMITS INDICATED.
PHOTOGRAPHY DATE: JANUARY 2009, COPYRIGHT 2009 DIGITAL GLOBE
FOR DETAILS OF AREAS TO BE DREDGED, SEE PLATES P-2 & P-3.
3.
4.
5.
6.
7.
SCALE IN FEET
0 20001000 1000500
NN
B E
A R I
N L E
T
B R
O W
N
IN
L E
T
APPROXIMATE LOCATION
OF PIPELINE ROUTE
APPROXIMATE LIMITS OF BEACH DISPOSAL
O N
SL
O W B
EA
C H
T A
N G
E N
T F S
E C T
IO
N
T A
N G
E N
T E
S E
C T
IO
N
B R
B R
N D
IS
P .D
G N
TRANSITION DETAIL
N.T.S.
500’ 500’
LENGTH WILL BE DETERMINED
DURING CONSTRUCTION AND WILL
BE DEPENDANT ON QUANTITY OF
MATERIAL PLACED ON BEACH
3000’ APPROXIMATE LIMITS OF BEACH DISPOSAL AREA
TIE INTO EXISTING
6’NGVD 29 CONTOUR
6’ 6’ 6’ 6’
150’WIDE
CONSTRUCTION
BERM
150’WIDE
CONSTRUCTION
BERM
TIE INTO EXISTING
6’NGVD 29 CONTOUR
N 309,806.7
E 2,529,782.6
APPROX. BEGINNING
POINT FOR BEACH DISPOSAL
2550000
320000
2530000
310000
G C
R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
B E
A U
F O
R T
T
E R
N O
R
R O
L
IN
A
J
U N
NATURAL SLOPE
EXISTING BEACH
TYPICAL BEACH DISPOSAL SECTION
N.T.S.
ELEV. 6’ NGVD-29
150’
P-4
SHEET 4 OF 20
B E
O W
N
IN
L E T
C
R O
S S
IN
G
D
IS
P O
S A L
A
R E
A
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
THE GOVERNMENT WILL PROVIDE VERTICAL CONTROL (BENCH MARK) TO CONTRACTOR PRIOR TO PLACEMENT
OF DREDGED MATERIAL IN DESIGNATED DISPOSAL AREA.
ONSLOW BEACH IS CONSIDERED SUITABLE NESTING HABITAT FOR SHORE BIRDS. SEE PARAGRAPH, ENVIRONMENTAL WINDOWS OF SECTION 01 57 20.00 10 OF THE SPECIFICATIONS FOR ENVIRONMENTAL
WINDOWS AND RESTRICTIONS.
A T L A N T
E A N
THE PIPELINE ROUTE SHOWN IS APPROXIMATE. PRIOR TO PLACEMENT OF PIPE, CONTRACTOR SHALL MEET
ONSITE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE TO DETERMINE THE EXACT PIPELINE ROUTE.
ALL PIPE SHALL BE REMOVED FROM THE BEACH BY 1 APRIL.
THE EXACT BEGINNING POINT FOR DISPOSAL OF DREDGED MATERIAL ON THE BEACH WILL BE ESTABLISHED
BY THE CONTRACTING OFFICER’S REPRESENTATIVE IMMEDIATELY PRIOR TO START OF DREDGING AND
DISPOSAL OPERATIONS.
8.
L A
U
IE
nrix10.dgn 6/17/2009 4:03:06 PM
TJ
-2
TJ
-4
TJ
-6
TJ
-1
TJ
-5
TJ
-3
U .S
R
N
E
U .S
R
N
E
T A
N G
E N
J
C T I O
N
CHANNEL TO JACKSONVILLE
TANGENT 1
90’
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
3.
4.
5.
6.
7.
100+00
CENTERLINE OFFSET
95+00
90+00
105+00
109+97.
C E
N T
E R
L I
F S
E T
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
VARIES
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
CHANNEL PRISM LINE (TYP.)
9.5
TANGENT I S
ECTION 2
10+00
5+00
0+00
CENTERLINE OFFSET
90’
90’
CENTERLINE (TYP.)
85+00
80+00
SOUNDING
75+00
CHANNEL PRISM LINE (TYP.)
CENTERLINE (TYP.)
CHANNEL PRISM LINE (TYP.)
CHANNEL PRISM LINE (TYP.)
BORING
MATCH LINE
MATCH LINE
T A
N G
E N
T
S
E C
T I O
N
N 296,943.1
E 2,496,185.6
N 296,678.2
E 2,496,743.7
N 296,700.1
E 2,496,979.9
N 296,614.0
E 2,496,953.6
N 295,910.5
E 2,495,134.6
N 295,978.7
E 2,495,075.9
N 294,971.4
E 2,494,043.0
N 295,013.6
E 2,493,954.1 N 294,971.4
E 2,494,043.0
N 294,111.9
E 2,493,930.3
N 294,109.5
E 2,494,020.2
NUN # 72B 2496189.79 297007.74 34 33.28261 77 21.11205
NUN # 72A 2497119.51 296681.27 34 33.23894 77 20.94300
NUN # 74 2495488.46 296394.27 34 33.18262 77 21.27473
BCN # 72 2497654.82 296520.57 34 33.20287 77 20.82902
D.M. # 70 2498954.00 296113.15 34 33.13188 77 20.57357
BCN # 2 2493915.32 295038.35 34 32.96657 77 21.57997
SEE PLATES P-7 & P-8
FOR CHANNELS TO JACKSONVILLE
TANGENT 1 AND TANGENT 2
T A
N G
E N
T S
I
J
S E
C T
IO
N
T A
N G
E N
T
S E
C T
IO
N
N
E R
IN
L E T
C
R O
S S
IN
G
P-5SCALE IN FEET
0200 200 300100
SCALE: 1:2000
SHEET 5 OF 20N 295,013.6
E 2,493,954.1
9 -
6 -
6 -
4 -
9 -
5 -
5 -
9 -
7 -
2 -
1 -
9 -
N 296,170.1
E 2,495,436.3
N R
IX
.D
G N
N 296,737.5
E 2,495,957.9
N 295,489.6
E 2,494,507.3
N 295,421.3
E 2,494,566.0
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 2, 3 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER", USING
D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: STAFF AT DM #76 (TANGENT I & J), M.L.W. BEAUFORT DATUM.
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-8.
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N G
C R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
B E
A U
F O
R T
T
E R
N O
R
R O
L
IN
A
J
U N
NRAIWW-V-09-1
NRAIWW-V-09-2
NRAIWW-V-09-3
NRAIWW-V-09-4
NRAIWW-V-09-5
NRAIWW-V-09-6
NRAIWW-V-09-7
NRJAX-V-09-5
NRJAX-V-09-6
NRJAX-V-09-7
SNR-1A
"2"
"70"
"72"
"72B"
"74"
"72A"
3. TIDE GAGE LOCATED AT: STAFF AT DM #76 (TANGENT I & J), M.L.W BEAUFORT DATUM.
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
1. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO
RAPID CHANGE DUE TO SHOALING EVENTS. A PRUDENT MARINER SHOULD NOT RELY
2. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "J. BUTLER", USING
-1 0.
5-1 1.
-1
1.
4 -8
.7-7 .9 -9
.6-9 .1 -1
0.
-1 2.
-1
3.
-1
3.
9 -1
4.
-1 3.
-1
4.
-1
5.
3 -1
7.
9 -1
8.
-1 3.
2 -1 3.
2 -1 3.
5 -1 4.
-1
4.
5 -1
4.
-1
4.
5 -1
5.
-1 5.
-1
4.
7 -1
5.
-1 5.
-1 3.
9 -1 4.
-1 5.
-1
4.
-1 3.
-1 3.
-1 2.
-1 2.
-1 2.
-1 3.
-1 3.
-1 2.
-1 2.
-1 1.
-1 1.
-1 3.
-1 3.
-1 2.
-1 2.
-1 1.
-1 1.
-1 4.
-1 5.
-1 3.
-1 2.
-1 3.
-1 1.
-1 4.
-1 3.
-1 3.
-1 3.
-1 1.
-1 1.
-1 1.
-1 1.
-1 2.
-1 2.
-1 0.
-8 .9
-1 0.
-6 .1 -1
1.
6 -1
3.
3 -1
4.
6 -1
7.
-1 3.
-1
2.
-1
3.
4 -1
3.
-1
5.
-1 6.
9 -1 8.
5 -1 5.
-1
3.
-1
3.
1 -1
3.
1 -1
3.
3 -1
3.
3 -1
4.
5 -1
4.
7 -1
5.
3 -1
5.
1 -1
5.
-1
6.
-1 6.
-1
7.
-1 5.
8 -1 4.
0 -1 4.
4 -1 5.
-1
5.
-1
5.
-1 3.
-1 3.
-1 5.
-1 5.
-1 4.
-1 4.
-1 3.
-1 2.
-1 3.
-1 4.
-1 4.
-1 4.
-1 4.
-1 5.
-1 4.
-1 4.
-1 4.
-1 3.
-1 3.
-1 3.
-1 2.
-1 2.
-1 2.
-1 3.
-1 6.
-1 7.
-1 4.
-1 4.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 4.
-1 4.
-1 3.
-1 4.
-1 4.
-1 3.
-1 3.
-1 3.
-1 1.
-1 2.
-1 1.
-1
2.
-1
1.
-6 .6 -6
.9 -6 .8 -1
2.
2 -1
1.
-1 5.
0 -1 4.
-1
4.
-1
4.
-1 3.
5 -1 2.
9 -1 3.
-1
4.
-1
7.
-1 7.
4 -1 6.
-1
2.
4 -1
2.
5 -1
2.
8 -1
3.
-1
4.
3 -1
4.
2 -1
4.
7 -1
4.
7 -1
4.
4 -1
6.
-1
5.
-1
5.
-1 5.
-1
4.
-1 3.
-1
3.
8 -1
4.
-1
5.
-1 4.
-1
4.
-1
4.
-1 0.
-1 0.
-1 1.
-1 1.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 1.
-9 .0
-8 .3
-7 .7
-6 .6
-9 .5
-1 1.
-9 .7
-9 .7
-9 .0
-8 .4
-9 .2
-9 .1
-8 .4
-9 .8
-9 .8
-1 1.
-9 .3
-9 .6
-1 0.
-1 0.
-9 .6
-1 1.
-1 0.
-1 0.
-1 0.
-1 2.
-1 4.
-1 2.
-1 3.
-1 2.
-9 .1
-1 0.
-1 0.
-1 2.
-8 .5 -1
2.
-9 .6 -1
0.
-1 1.
-1
1.
-1
2.
2 -1
4.
-1 5.
-1
2.
-1
1.
-1 1.
2 -1 0.
-1
0.
-1 0.
5 -1 1.
5 -1 1.
-1
1.
2 -1
0.
-1
2.
-1 3.
-1
3.
-1 2.
-1
2.
3 -1
2.
8 -1
2.
4 -1
2.
9 -1
2.
-1
1.
-8 .1
-7 .2
-1 5.
-7 .3
-7 .7
-6 .3
-6 .6
-5 .6
-2 .0
-2 .6
-3 .4
-3 .4
-5 .6
-6 .2
-6 .3
-5 .3
-5 .9
-5 .9
-6 .4
-6 .6
-5 .9
-4 .6
-5 .3
-6 .4
-7 .0
-9 .0
-1 0.
-8 .8
-5 .8
-3 .6
-4 .0
-5 .4
-6 .9
-8 .2
-9 .0
-1 1.
-1 1.
-1
1.
-1
2.
-1 3.
-1
1.
-1 0.
-7 .1 -6
.4-5 .7 -6
.5 -8 .3 -6
.9-7 .4-8
.8 -9 .0-9
.2 -9 .2 -9
.8 -1
2.
0 -1
4.
-1 3.
-1
1.
-7 .7
-7 .2 -7
.2 -6 .8
-6 .3
-6 .7 -7
.2 -8 .9
-8 .1-8
.0-7 .8
-8 .7-8
.9 -9 .0 -9
.0 -8 .6-1
0.
1 -8
.6-8 .8
-9 .4-9
.5
-1 2.
-1 1.
-1 2.
-1 2.
-1 3.
-1 1.
-9 .5
-8 .6
-7 .7
-8 .2
-8 .7
-9 .1
-8 .9
-9 .6
-1 0.
-1 0.
-1 1.
-1 4.
-1 5.
-1 7.
-1 6.
-1 7.
-1 6.
-1 5.
-1 3.
-1 0.
-1 1.
-1 4.
-1 4.
-1 0.
-9 .5
-8 .5
-8 .1
-8 .8
-1 0.
-1 2.
-1 2.
-1 3.
-1 3.
-1 4.
-1 4.
-1 4.
-1 4.
-1 3.
-1 2.
-1 1.
-9 .4
-1 0.
-9 .0
-9 .1
-8 .3
-7 .9
-1 5.
-1 2.
-1 2.
-9 .6
-1 3.
-1 0.
-1 0.
-1 1.
-1 1.
-1 2.
-1 3.
-8 .1
-8 .7
-8 .2
-1 0.
-1 2.
-1 5.
-1 6.
-1 7.
-1 7.
-1 7.
-1 8.
-1 8.
-1 7.
-1 8.
-1 7.
-1 7.
-1 7.
-1 6.
-1 5.
-1 4.
-1 4.
-1 4.
-1 4.
-1 4.
-1 3.
-1 5.
-8 .5
-9 .1
-1 0.
-1 2.
-1 3.
-1 3.
-1 4.
-1 4.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 5.
-1 6.
-1 6.
-1 6.
-1 4.
-1 3.
-1 0.
-1 0.
-9 .5
-8 .6
-8 .7
-1 2.
-1 3.
-1 2.
-1 3.
-9 .4
-1 0.
-9 .1
-1 0.
-1 2.
-1 2.
-1 2.
-1 0.
-9 .9
-9 .5
-8 .4
-9 .2
-8 .6
-8 .3
-9 .0
-9 .4
-9 .6
-1 0.
-1 3.
-1 4.
-1 6.
-1 7.
-1 8.
-1 7.
-1 7.
-1 6.
-1 5.
-1 5.
-1 6.
-6 .9
-6 .7
-7 .1
-8 .6
-8 .7
-9 .2
-9 .8
-1 0.
-1 0.
-1 1.
-1 1.
-1 1.
-1 2.
-1 3.
-1 3.
-1 3.
-1 2.
-1 1.
-9 .4
-1 0.
-1 0.
-9 .6
-8 .5
-9 .9
-1 4.
-1 3.
-1 3.
-1 2.
-6 .2
-9 .5
-1 1.
-1 1.
-1 2.
-1 3.
-9 .6
-8 .8
-9 .9
-1 3.
-1 3.
-1 4.
-1 6.
-1 6.
-1 5.
-1 6.
-1 6.
-1 6.
-1 4.
-1 3.
-1 3.
-1 4.
-1 5.
-1 6.
-1 6.
-1 5.
-1 5.
-9 .9
-7 .7
-6 .4
-6 .7
-5 .9
-5 .7
-5 .9
-7 .8
-8 .4
-8 .1
-9 .2
-9 .9
-9 .8
-9 .8
-1 0.
-1 0.
-1 1.
-1 0.
-1 1.
-1 1.
-1 1.
-1 1.
-1 0.
-1 0.
-9 .3
-9 .7
-9 .1
-9 .7
-8 .8
-1 1.
-1 4.
-1 2.
-1 3.
-9 .9
-1 1.
-9 .3
-8 .7
-8 .4
-9 .1
-8 .6
-1 1.
-1 0.
-1 1.
-1 2.
-1 3.
-1 2.
-1 1.
-1 0.
-1 0.
-9 .6
-9 .4
-9 .0
-9 .6
-9 .4
-9 .0
-9 .5
-9 .6
-1 0.
-1 0.
-1 1.
-1 1.
-1 5.
-1 4.
-1 3.
-1 3.
-1 3.
-1 2.
-1 2.
-1 0.
-1 1.
-1 3.
-1 3.
-1 1.
-1 0.
-1 5.
-6 .7
-6 .7
-8 .9
-5 .0
-4 .8
-5 .2
-7 .3
-1 0.
-4 .2
-3 .7
-3 .8
-1 2.
-1 3.
-1 6.
-1 3.
-1 3.
-1 7.
-1 6.
-1 6.
-1 3.
-1 3.
-1 3.
-1 1.
-1 3.
-1 1.
-1 1.
-1 3.
-1
4.
-1 6.
-1 5.
-1 0.
-1 0.
-1 0.
-1 1.
-1 3.
-1
3.
-1 6.
-1 3.
-1 1.
-1 1.
-1 0.
-1
1.
5-1
2.
-1 4.
-1 5.
-1 1.
-1 1.
-1 0.
-1 0.
-1 3.
-1
3.
-9 .8
-1 0.
-1 0.
-1 1.
-1 3.
-1 3.
-1 0.
-9 .6
-9 .4
-1 5.
-1 5.
-1 5.
-1 2.
-1 1.
-1 2.
-1 2.
-1 1.
-1 2.
-1 3.
-1
4.
2-1
4.
8-1
4.
-1 5.
-1 6.
9-1 5.
-1 6.
-1 6.
-1 6.
-1 4.
-1 4.
-1 3.
-1 1.
-1 1.
-1 1.
-1 1.
-1 1.
3-1 1.
-1
2.
-1 6.
3-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 5.
-1 5.
-1 4.
-1 2.
-1 1.
-1 1.
-1 1.
-1 1.
-1
1.
-1 2.
-1
2.
-1 2.
-1 3.
-1 2.
-1
3.
-1 4.
-1 4.
-1 4.
-1 4.
-1 3.
-1 3.
-1 1.
-1 0.
-8 .8
-9 .3-9
.3
-8 .8
-8 .0
-8 .6
-1 0.
-1 2.
-1 2.
-1 2.
-1 3.
-9 .5
-9 .9
-1 3.
-9 .2
-8 .6
-9 .3
-9 .7
-1 4.
-1
6.
-1 3.
-1
5.
-1 5.
-1 5.
-1 2.
-9 .4
-6 .0
-1 1.
-1 5.
-1 5.
-1 3.
-1 5.
-1 6.
-1 2.
-1 0.
-1 1.
-1 1.
-1 0.
-9 .8
-1 0.
-9 .4
-9 .9
-9 .4 -8 .9
-1 1.
-1
4.
-1 6.
-1
5.
-1 4.
-1 5.
-1 5.
-1 0.
-6 .7
-8 .9
-1 2.
-1 3.
-1 4.
-1 3.
-1 4.
-1 5.
-1 3.
-1 0.
-8 .8
-8 .6
-1 0.
-8 .6
-9 .2
-1 5.
-1 4.
-1 3.
-1 4.
-1 3.
-1 2.
-1
1.
-8 .0
-1 0.
-1 3.
-1 3.
-1 4.
-1 2.
-1 2.
-1 3.
-1 2.
-1
3.
-1 4.
-1 2.
-1
0.
-1 0.
-1 3.
-1 2.
-1 3.
-1 0.
-1 0.
-9 .0
-8 .6
-8 .6
-8 .9
-9 .0
-9 .1
-8 .9
-9 .3
-9 .9
-1 1.
-1
1.
-1 5.
-1
4.
-1 5.
-1
6.
-1 5.
-1 4.
-1 1.
-8 .1
-8 .4
-1 0.
-1 3.
-1 5.
-1 6.
-1 4.
-1 2.
-1 2.
-1 2.
-1 0.
-9 .9
-9 .7
-1 0.
-9 .3
-1 6.
-1 4.
-1 4.
-1 5.
-1 3.
-8 .3
-6 .4
-6 .7
-1 1.
-1 3.
-1 3.
-1 5.
-1 4.
-8 .7
-8 .1
-8 .5
-1 3.
-1 4.
-1
4.
-1 5.
-1 4.
-1 0.
-9 .1
-1 2.
-1 4.
-1 2.
-9 .8
-1 4.
-1 3.
-1 3.
-1 1.
-12’
-12’
-12’
-12’
-12’
-12’
-12’
-12’ t1jack10.dgn 6/17/2009 4:03:39 PM
0200 200 300100
SCALE: 1:2000
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
M A
T
A
M A
T
A
CENTERLINE OFFSET
CHANNEL PRISM LINE
CENTERLINE
CHANNEL PRISM LINE CENTERLINE OFFSET
CENTERLINE
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
90’
90’
SOUNDING
VARIES
BCN #13 2495346 297683 34 33.39868 77 21.28535
DESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
DM #15 2494733 298341 34 33.50885 77 21.40516
DM #16 2494011 299325 34 33.67309 77 21.54592
P-6
-11.3
SHEET 6 OF 20
T A
N G
E N
T
C H
A N
N E L S
T
O
J A
C K S
O N
V
IL
L E
T J
A C
K .D
G N
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 3 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER", USING D.G.P.S.
HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: BCN #17
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
FOR LOCATION OF THE BEACH DISPOSAL AREA SEE PLATE P-8.
BCN #17 2492197 301066 34 33.96495 77 21.90159
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N G
C R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
B E
A U
F O
R T
T
E R
N O
R
R O
L
IN
A
J
U N
TANGENT
I
SECTI
ON
T A
N G
E N
J
C T I O
N
CHANNEL TO JACKSONVILLE
TANGENT 1
10+0020+0030+00
TJ-2
0+00 5+0015+0025+0035+00
-1 3.
-1 3.
-1
2.
-1 3.
-1 2.
-1 3.
-1 3.
-1
3.
-1 3.
-1 5.
-1 6.
-1 6.
-1 8.
-1 8.
-1 8.
-1 9.
-1 7.
-1 7.
-1 7.
-1 7.
-1 7.
-1
6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 5.
-1 5.
-1
6.
-1
7.
-1 6.
-1 7.
-1
6.
-1 5.
-1 6.
-1 5.
-1 5.
-1 3.
-1 3.
-1 3.
-1 2.
-1 1.
-1
1.
-1 2.
-1 2.
-1 3.
-1
2.
-1 2.
-1 1.
-1 1.
-1 1.
-1 2.
-1 3.
-1
4.
-1 3.
-1 4.
-1 4.
-1 4.
-1 5.
-1 6.
-1 6.
-1 5.
-1 5.
-1 5.
-1 4.
-1 4.
-1 5.
-1 6.
-1 6.
-1 6.
-1 7.
-1 6.
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-1 7.
-1 7.
-2 2.
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5.
-1 5.
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4.
-1 3.
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3.
-1 1.
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-1 0.
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0.
-1 1.
-1
2.
-1 2.
-1 1.
-1 2.
-1 2.
-1 3.
-1 3.
-1 3.
-1 4.
-1
5.
-1 6.
-1 6.
-1 6.
-1 9.
-1 8.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 5.
-1 4.
-1 4.
-1 3.
-1
1.
-1 0.
-1 1.
-1 0.
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1.
-1 2.
-1 1.
-1 1.
-1
0.
-1 1.
-1 1.
-1 2.
-1 1.
-1
3.
-1 3.
-1 6.
-1 6.
-1 6.
-1 5.
-1
6.
-1 7.
-1 7.
-1 6.
-1 6.
-1
4.
-1 4.
-1 4.
-1 4.
-1
3.
-1 3.
-1 3.
-1 3.
-1 2.
-1 1.
-1 2.
-1 1.
-1 1.
-1 2.
-1
1.
-1 1.
-1 3.
-1 2.
-1 2.
-1 2.
-1 3.
-1
2.
-1 3.
-1 5.
-1 4.
-1
6.
-1 7.
-1 8.
-1
7.
-1 7.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1
6.
-1 5.
-1 6.
-1
5.
-1 6.
-1 6.
-1 5.
-1 6.
-1 6.
-1 6.
-1 6.
-1 6.
-1 5.
-1 5.
-1
4.
-1 3.
-1
2.
-1 1.
-1 1.
-1 1.
-1 1.
-1 3.
-1 1.
-1 1.
-1 0.
-1 1.
-1 1.
-1 2.
-1 2.
-1 2.
-1 2.
-1
3.
-1 4.
-1 2.
-1 3.
-1 3.
-1 3.
-1 5.
-1 6.
-1
6.
-1 7.
-1 6.
-1 5.
-1 5.
-1 6.
-1
3.
-1 3.
-1
3.
-1 2.
-1 0.
-9 .6
-1 0.
-9 .3
-8 .3
-8 .6
-8 .9
-8 .4
-1 0.
-1 0.
-1 2.
-1 1.
-1 1.
-1 2.
-1 2.
-1 1.
-1 1.
-1 2.
-1
3.
-1 5.
-1 5.
-1 5.
-1 6.
-1 8.
-1 7.
-1
6.
-1 5.
-1 5.
-1 5.
-1 5.
-1
5.
-1 4.
-1 4.
-1 4.
-1 4.
-1 3.
-1 3.
-1 1.
-1 1.
-1
1.
-1 0.
-1 0.
-1 1.
-1
0.
-1 3.
-1 3.
-1 1.
9-1 0.
-9 .8
-8 .8
-9 .3
-9 .3
-8 .8
-8 .0
-8 .6
-1 0.
-1 0.
-1 0.
-1
0.
-1 0.
-1 1.
-1 1.
-1 3.
-1 4.
-1 5.
-1 5.
-1
5.
-1 6.
-1 4.
-1 3.
-1 5.
-1 5.
-1
4.
-1 3.
-1 4.
-1
3.
-1 0.
-9 .7
-8 .7
-9 .6
-9 .2
-1 1.
-8 .3
-6 .6
-7 .0-6
.8-6 .3
-5 .9
-5 .8
-5 .0
-5 .1
-5 .2
-4 .8
-4 .7
-5 .0
-6 .2
-9 .3
-9 .2 -9 .6
-1 0.
-1 0.
-1 1.
-1 1.
-1 1.
-1 0.
-1 1.
-1 2.
-1 1.
-1 2.
-1 2.
-1 1.
-1
1.
-1 3.
-1 3.
-1 4.
-1 4.
-1 3.
-1 2.
-1 1.
-1 0.
-1 2.
-1 4.
-1 2.
-1
3.
-1 2.
-1 2.
-1
3.
-1
4.
-1 3.
-1 2.
-1 1.
-1 2.
-1 2.
-1
3.
-1 3.
-1
3.
-1 0.
-9 .6
-9 .4
-9 .5
-9 .9
-1 2.
-1
3.
-12’
-12’-12’ -12’
"16"
"15" "13"
N 296,943.1
E 2,496,185.6
N 296,737.8
E 2,495,957.7
N 297,026.8
E 2,495,986.8
N 297,305.5
E 2,495,731.4
N 297,366.3
E 2,495,797.7
(S
EE
PLATE
P-
FOR
DREDGI
NG
AREA)
(S
A
R D
R E
D G I
E A
NRAIW
W-
V-0 9-4
NRAIW
W-
V-0 9-5
NRAIW
W-
V-0 9-6
NRAIW
W-
V-0 9-7
NRJA
X-V
-09 -5
NRJA
X-V
-09 -6
NRJA
X-V
-09 -7
NRJAX-V-09-8
NRJAX-V-09-9NRJAX-V-09-10
50+0056+91
45+0055+00
CHANNEL TO JACKSONVILLE
TANGENT 1
M A
T
N
E
-1 3.
2 -1 4.
-1 6.
-1
6.
-1 6.
-1 6.
-1 5.
-1 4.
-1
4.
-1 3.
-1
3.
-1 2.
-1 3.
-1
3.
-1
3.
-1 2.
-1 2.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 0.
-1 1.
-1 3.
-1
2.
-1 3.
-1 3.
-1 4.
-1 6.
-1 5.
-1
4.
-1 5.
-1 6.
-1 6.
-1 5.
-1 4.
-1
4.
-1 3.
-1 4.
-1
5.
-1 6.
-1 6.
-1
7.
-1 6.
-1 5.
-1 5.
-1 6.
-1 2.
4 -1 3.
-1 2.
-1 0.
-1
1.
4 -1
3.
-1 3.
-1 0.
-1
1.
-1 2.
-1 3.
-1 4.
-1
5.
-1 5.
-1 5.
-1 5.
-1
5.
-1 4.
-1 3.
8 -1 3.
-1 4.
-1 6.
-1 4.
-1 5.
-1
4.
-1 2.
-1 1.
-1 1.
-1
0.
-1 1.
-1 1.
-1 1.
-1
1.
-1 3.
-1 2.
-1 1.
-1 0.
-1 1.
-1 2.
-1 2.
-1 1.
-1 1.
-8 .4
-9 .3
-1 2.
-1 3.
-1 3.
-1
3.
-1 3.
-1 2.
-1 4.
-1 2.
-1 1.
-1 3.
-1 4.
-1 2.
-1 2.
-1
3.
-1 1.
-1 1.
-1 0.
7 -1 2.
-1 4.
-1 1.
-1 0.
-1 0.
-8 .8 -9 .5 -1
0.
-9 .8
-9 .1
-9 .7
-1 0.
-9 .3
-6 .2-6
.9 -7 .3-8
.1 -8 .6
-9 .1
-9 .6
-1 0.
-9 .9
-1 2.
-1 2.
-1 1.
-1 2.
-1
2.
-1 0.
-8 .2
-8 .1
-8 .5
-1 0.
-1 2.
-1
1.
-1 0.
-9 .4
-9 .0
-9 .8
-1 1.
-1 1.
9 -1 3.
-9 .0
-9 .2
-9 .0
-7 .6
-7 .8 -8 .0
-8 .3-7
.9 -7 .9
-7 .5 -8 .2
-8 .4
-8 .6
-8 .8
-8 .9
-9 .1
-9 .2 -8 .9
-9 .3
-12’
-12’
"17"
S
A
TANGENT
(SEE
PLATE
P-
FOR
DREDGIN
G
AREA NRJAX-V-09-11
NRJAX-V-09-12
NRJA
X-V
-09 -13 t2jack10.dgn 6/17/2009 4:04:08 PM
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
NOTES
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
M A
T
N
E S
T A
M A
T
N
E S
T A
M A
T
N
E S
T A
M A
T
N
E S
T A
CHANNEL PRISM LINE (TYP.) CENTERLINE (TYP.)
CENTERLINE OFFSET (TYP.)
90’
SOUNDING
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
NOTES
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
M A
T
N
E S
T A
M A
T
N
E S
T A
M A
T
N
E S
T A
90’
SOUNDINGDESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
BCN # 17 2492197 301066 34 33.96495 77 21.90159
CAN # 17A 2491555 301531 34 34.04329 77 22.02806
DM # 18 2488644 303055 34 34.30249 77 22.60323
BCN # 23 2483170 305675 34 34.74890 77 23.68572
DM # 21 2488626 304435 34 34.53800 77 23.20025
TANGENT 1
(SEE PLATE P-7
FOR DREDGING AREA
P-7
SHEET 7 OF 20
-8.7
T A
N G
E N
T
C H
A N
N E L S
T
O
J A
C K S
O N
V
IL
L E
T J
A C
K .D
G N
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 3 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER", USING
D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: DBCN 17, NEW RIVER DATUM.
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
FOR LOCATION OF THE DISPOSAL AREA SEE PLATE P-8.
10+0020+0030+00 0+00
M A
T
N
E
10+0020+0030+00 0+00
M A
T
N
E
-15.7
-15.4
-13.2-11.0 -10.7
-10.2-9.2-8.4 -7.9-7.4
-6.3 -6.6
-5.7-5.7 -5.7-5.5
-5.3 -3.8
-2.9 -3.1-6.2
-7.1 -8.1
-10.5 -9.6
-10.2 -10.7
-11.6 -11.2
-12.2 -11.9
-11.5 -10.6
-10.9 -11.3
-10.0 -9.7 -9.5
-9.4 -11.6
-11.5 -11.5
-11.3 -11.3
-11.1 -10.6
-10.0 -8.8-8.6 -8.1
-7.7 -4.3
-1.8 -2.5
-4.4 -4.8-5.4 -5.0
-5.5 -5.8 -6.3
-6.6 -7.1 -8.8-9.3
-12.0
-11.4-15.0-16.7 -14.6-7.2
-5.7-4.0 -6.9
-7.4 -8.3
-8.6-10.8 -11.3
-11.3 -11.3
-11.5 -11.3
-11.4 -11.4
-11.3 -11.5
-10.9 -11.4
-10.1 -10.0
-9.4 -10.3
-9.3 -9.3
-9.5 -9.4
-9.7 -9.3-9.7
-9.8 -10.2
-11.1 -11.1
-11.1 -11.1
-10.0 -9.9 -9.7
-9.8 -9.5
-9.7 -10.1
-9.9 -10.3
-9.7 -10.1
-10.0 -10.5
-10.8 -11.0
-11.1 -11.4
-11.5 -11.7
-11.8 -12.1
-12.2 -12.2
-11.9 -11.9
-11.6 -11.5
-11.2 -10.7
-10.3 -9.7 -9.3
-6.2-5.0 -4.0
-3.7 -3.3
-2.7-2.5 -2.9
-4.3 -5.3 -6.1
-9.9 -11.7
-11.5 -14.5
-13.8
-15.3 -14.7
-13.4 -13.6
-11.6 -10.9
-9.4 -8.8-8.2
-7.3-7.2 -7.0
-7.5 -6.8-6.7-6.6-7.1
-6.1 -5.8
-6.0 -6.3
-6.2 -6.4-7.3
-7.4 -7.3
-9.0 -9.4
-9.6 -10.5
-10.6 -10.1
-10.3 -10.5
-10.5 -10.2
-10.0 -9.7
-9.7 -9.1 -8.9
-9.0 -9.2
-9.1 -9.4 -9.3
-9.5-9.4 -9.5 -9.5 -9.6 -9.6
-9.5 -9.6
-9.7 -9.9
-10.4 -10.2
-10.0 -9.9
-9.7 -9.5
-9.5 -9.2
-8.7 -8.6
-7.0 -6.2
-5.2 -2.0 -2.8
-3.5 -4.6
-6.9 -8.0 -8.4
-9.2 -10.0 -10.1
-13.1
-15.5 -15.5
-13.8
-13.8 -11.7-10.7-8.6
-7.2-6.6 -7.1
-8.3-8.4-8.5 -8.5
-8.6-8.7-8.8 -9.0
-9.3 -9.4
-9.5-9.6 -9.6
-9.7-9.8 -10.0
-10.1 -10.2
-10.3 -10.4
-10.5 -10.6
-10.6 -10.7
-10.8 -10.8
-10.9 -10.9
-11.0 -11.0
-11.1
-9.0-9.0 -9.1
-8.7 -9.1 -8.6 -8.5
-8.1 -8.0
-7.7 -7.6 -7.6
-8.6 -7.5 -7.5
-7.4 -6.8
-6.5 -6.3
-4.2 -2.9
-3.3 -2.7-1.6
-1.4-1.5 -2.3
-1.5 -2.4
-6.0 -3.7-3.9
-4.6 -5.2 -9.4 -5.6
-7.5 -7.8 -9.0 -9.7
-8.1
-8.2
-11.1
-7.7 -8.6-9.6
-11.0 -10.8
-10.3 -12.1
-12.9 -12.4
-12.2 -10.7
-11.3-10.8 -10.1
-8.9 -8.4
-8.3 -7.9-8.5-7.8-7.5
-7.3 -6.8
-7.1-7.3-7.6 -7.5
-7.4 -7.2
-8.2 -8.0
-7.7 -7.6
-7.8-7.5-7.6-7.4-7.7 -7.8
-8.1-8.3-8.5 -8.8
-8.4 -9.3
-8.2 -8.0-8.3
-8.2-8.1 -7.6
"17A" "17"
-12’
-12’
N 301,135.6
E 2,492,316.1
N 301,055.9
E 2,492,274.4
S
A
NRJAX-V-09-13
NRJAX-V-09-14
NRJAX-V-09-15NRJAX-V-09-16
NRJAX-V-09-17
NRJAX-V-09-18
NRJAX-V-09-19
N 302,504.9
E 2,489,703.2
N 302,425.9
E 2,489,661.7
50+0060+0070+00
50+0060+0070+00
-11.3 -11.4
-11.9-11.4
-11.9 -11.3
-11.4 -11.6
-11.4 -11.5
-11.1 -11.0
-10.6-10.3 -10.1
-9.8 -9.5
-9.2 -8.9
-9.1 -8.8-8.9-9.1-8.8
-8.9 -9.4
-9.5 -9.8
-9.5
-10.1 -10.6 -10.9
-10.7 -10.4
-10.5 -10.2
-10.6 -10.5
-10.6 -10.3
-10.9 -11.1
-11.6 -11.9
-12.1 -12.6
-12.6 -12.8
-12.6 -12.7
-12.7 -12.5
-12.6 -12.7 -12.7
-12.0 -11.4
-10.9 -10.9
-11.7 -11.3
-11.4 -12.0
-11.8 -11.6
-11.1 -11.6
-11.4 -11.5
-11.5 -11.5
-13.3 -11.4
-11.4-11.2 -11.4
-11.1 -11.4
-10.8 -10.8
-10.9 -10.8
-10.7 -10.4
-9.9 -9.6-8.1
-8.0 -8.1
-8.3-8.4-8.7 -9.1
-9.3 -9.7
-9.6 -9.4
-9.3 -9.4-9.7
-9.6 -9.4
-9.2-9.6-9.6 -10.0
-9.8 -10.1
-10.0 -10.3
-10.4 -10.5
-10.4 -10.6
-10.4
-10.6 -10.4
-10.4 -10.7
-10.4 -10.7
-10.6 -10.5
-10.4 -10.3
-10.5 -10.4
-10.3 -10.3
-10.4 -10.5
-10.6 -10.9
-10.7 -10.7
-10.5 -10.7
-10.5 -10.3 -10.1
-10.0 -9.8 -11.4 -11.7
-12.4 -12.6 -12.3
-12.5 -12.5
-12.1 -12.3
-11.9 -12.2
-12.1 -11.9 -11.7
-11.9 -11.8
-11.7 -11.8
-11.6 -11.6
-11.9 -12.1
-11.4 -11.5
-11.3
-11.2 -11.5
-10.2 -9.9
-9.9 -9.8-9.4-9.2
-8.6 -8.2
-8.4 -8.3
-7.4 -7.3
-7.2 -6.9
-7.2 -6.8
-7.3-8.2 -8.4
-8.9-8.9 -9.0-9.0
-9.6 -9.8
-9.8 -9.8 -9.8
-10.0 -9.8 -9.9 -9.8
-10.0 -10.1
-10.0 -10.2 -10.4
-10.7 -11.0
-11.2 -12.9
-13.0 -13.1
-13.0 -12.9
-12.9 -13.0
-12.8 -12.4
-12.3 -12.0
-11.6 -11.5
-10.9 -10.5
-10.4 -10.5
-10.6 -10.1
-10.0
-11.1 -11.2
-11.3 -11.4
-11.5 -11.6
-11.6 -11.7
-11.7 -11.8
-11.9 -10.9
-10.0 -10.3
-10.5 -10.6
-9.5-9.6-9.4-9.3-9.3 -9.3
-8.6 -8.7
-8.4 -7.9
-7.3 -7.0
-6.3-6.2 -6.5
-6.3-7.1 -7.5
-7.7 -8.1-8.1
-8.5 -8.5-8.4-8.5
-9.1 -9.0
-8.7 -8.9
-8.7 -8.9
-9.1-9.7-9.5-9.8
-9.7 -9.5 -9.5 -9.4
-10.1 -10.0
-10.0 -10.0
-9.8 -10.4
-10.5 -10.5
-10.7 -10.4
-10.8 -11.2
-11.3 -11.2
-11.2 -11.6
-11.9 -12.1
-12.0 -12.2
-12.6 -12.4
-12.8 -13.1
-13.4 -13.6
-13.4 -13.5
-13.2 -13.2
-13.1 -12.9
-13.0 -12.8 -12.5
-12.4 -12.3
-12.1 -11.7
-11.8 -11.8
-11.2 -9.3 -10.0
-9.8
-9.5 -10.1
-10.3 -10.2
-10.1 -10.0
-9.9 -8.7-9.0
-9.0 -9.0
-8.3-7.5-7.7 -6.9
-6.6 -5.8-5.7
-5.8 -6.2
-6.1 -6.5
-6.1 -6.0
-6.5 -6.5-6.5-6.8-7.0-8.3-8.2
-8.5 -8.1
-9.0 -8.9
-9.9
"18"
-12’-12’
"21"
NRJAX-V-09-19
C
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PLATE
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IG
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D E S
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C R
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B A
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M A
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N A
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A T L A
N T
IC
IN
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U N dolphins
90+00100+00110+00 dolphins
90+00100+00110+00
-10.7 -11.2
-11.1 -11.2
-11.2 -11.5
-11.6 -11.4
-11.7 -11.9
-11.7 -11.8
-11.9
-11.0 -12.1
-13.4 -15.3
-18.6 -22.7
-26.4 -25.4
-18.5 -11.9
-8.5
-12.1 -15.6-21.5
-21.9 -16.0
-12.8 -11.6
-11.7 -11.7
-10.7 -11.5
-10.9 -11.9 -11.7 -11.7
-11.4 -11.4
-11.7
-10.7 -10.5
-10.6 -10.4
-10.4 -10.5
-10.6 -10.5
-10.5 -10.6
-10.8 -10.8
-10.6 -10.6
-10.9 -10.8
-11.1
-11.3-11.3 -11.5
-11.7 -11.8-11.8
-11.9 -11.8
-11.6 -12.0
-11.7 -11.6
-11.5 -11.7
-11.0 -11.6
-11.0 -11.7
-12.0-14.4 -17.0
-20.7 -23.8
-25.2 -26.2
-21.3 -14.2-9.9
-9.1
-10.4 -16.3
-23.9-28.4 -28.9
-28.5 -27.2
-25.2 -20.4
-11.2 -10.6 -11.1
-11.1 -11.3
-11.0 -11.4
-11.4 -11.5 -11.6
-11.2 -11.5
-11.4 -10.8
-11.2 -10.9
-11.0-11.1 -10.9
-10.8 -10.8
-10.7 -10.4
-10.5 -10.6
-10.5 -10.6
-11.0 -11.1-11.3
-11.4 -11.1
-11.7-11.3-11.6 -11.7
-11.5 -11.3
-11.2 -12.7
-13.6 -15.6
-18.5 -22.1
-24.4 -22.4
-17.1-8.7
-11.2 -23.9
-14.0 -12.3 -12.0
-11.5 -11.8
-11.7 -11.0
-11.3 -11.9
-11.3 -11.1
-11.0 -10.8
-10.6 -10.6
-10.2 -10.4
-10.6 -10.1
-10.1 -10.1
-10.1 -10.0
-9.8 -10.0
-9.9 -10.1
-10.1 -10.4
-10.2 -10.6
-10.5 -10.9
-10.6 -11.4
-11.7-11.6 -11.9-11.0
-11.1 -11.1
-11.3 -11.2
-11.1 -11.8
-15.2 -16.7
-20.2 -23.1
-24.2 -24.9
-18.0 -11.6
-10.5 -8.9
-8.4
-18.0
-13.1 -16.8
-22.5 -26.6
-31.4 -30.0
-29.5 -27.7
-25.6 -22.6
-21.3 -18.6
-15.9 -12.7 -10.9
-10.7 -11.4
-11.7 -12.0
-12.0 -11.3
-10.6 -11.2
-11.3 -11.6 -11.3
-11.5 -11.5
-11.7 -11.5
-11.2 -10.7 -10.4
-10.9 -10.0
-10.0 -10.2
-10.0 -9.9
-9.8 -9.7
-9.9 -10.3
-10.8 -10.6
-10.5 -10.7
-10.8 -10.5
-10.7 -11.1
-11.1 -11.1
-11.2 -11.4
-11.2 -11.7
-11.7 -11.6
-11.6 -11.5
-11.6 -11.8
-11.1 -11.1
-11.0 -11.0
-11.4 -12.5
-13.5 -14.3
-16.0 -18.5
-21.6 -23.3
-21.5 -13.2
-12’
-12’
-12’
"23" nrixdisp10.dgn 6/18/2009 8:21:32 AM
AREA TO BE DREDGED SHOWN THUS -
HORIZONTAL DATUM NAD 1983.
1.
2.
3.
4.
5.
6. FOR DETAILS OF AREAS TO BE DREDGED, SEE PLATES P-5, P-6 AND P-7.
BACKSLOPE (SEE NOTE 8)
SLOPE INTERCEPT
SLOPE
INTERCEPT
EXISTING GROUND
SLOPE INTERCEPT
SLOPE
INTERCEPT
EXISTING GROUND
150’
TOP OF BERM +6.0’ NGVD 29
NATURAL SLOPE
N.T.S.
TYPICAL BERM SECTION CTYPICAL BERM SECTION C
N E
W R
IV
E R
IN
LE
T
APPROXIMATE LOCATION
OF PIPELINE ROUTE
E 2495492
N 285440
E 2495296
N 284863
G C
R
A J
B A
IW
W
M A
IN
T E
N A
N
E D
G
IN
G
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
B E
A U
F O
R T
T
E R
N O
R
R O
L
IN
A
J
U N
P-8
SHEET 8 OF 20
C
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C O
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IN
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W
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N O
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IN
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PLATE
NUMBER
S Y
M B
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D E S
C R
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8.
DUE TO AGE OF PHOTOGRAPHY, PIPELINE ROUTE IS APPROXIMATE. THE CONTRACTOR SHALL NOTIFY THE
TOWN OF NORTH TOPSAIL BEACH NO LESS THAN 15 DAYS PRIOR TO COMMENCEMENT OF PIPELINE PLACEMENT.
POINT OF CONTACT WITH THE TOWN OF NORTH TOPSAIL BEACH IS LAURA BURLESON, TOWN MANAGER PHONE
No.: 910-328-1349. PRIOR TO THE PLACEMENT OF PIPE, THE CONTRACTOR SHALL MEET ON SITE WITH THE
CONTRACTING OFFICER’S REPRESENTATIVE TO AND A REPRESENTATIVE OF THE NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION TO DETERMINE THE EXACT PIPELINE ROUTE. AS PIPELINE IS BEING LAID, CONTRACTOR SHALL CONSTRUCT RAMPS WHERE NECESSARY TO ALLOW PASSAGE OF VEHICLES OVER PIPELINE.
ALL PIPE SHALL BE REMOVED FROM THE BEACH BY 1 APRIL.
7.
VERTICAL DATUM NGVD 1929. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING VERTICAL
CONTROL USING THE CONTROL POINT(S) SHOWN PRIOR TO PLACEMENT OF DREDGED MATERIAL IN THE
DESIGNATED DISPOSAL AREA.
THE CONTRACTOR SHALL BEGIN DISPOSAL OF DREDGED MATERIAL ON THE BEACH IN THE VICINITY OF THE
HOUSE LOCATED AT 2342 NEW RIVER INLET ROAD. DUE TO ONGOING CHANGES TO THE SHORELINE CAUSED BY
OCEAN WAVES, THE EXACT BEGINNING POINT FOR DISPOSAL OF DREDGED MATERIAL WILL BE ESTABLISHED BY
THE CONTRACTING OFFICER’S REPRESENTATIVE IMMEDIATELY PRIOR TO THE START OF DREDGING AND
DISPOSAL OPERATIONS. PLACEMENT OF THE 150-FOOT WIDE BERM SHALL CONTINUE DOWN THE BEACH AS FAR
AS THE QUANTITY OF DREDGED MATERIAL WILL ALLOW.
ALL CONTRACTOR OPERATIONS SHALL BE PERFORMED IN A MANNER THAT AVOIDS DAMAGE TO EXISTING
SANDBAGS, STRUCTURES AND ROADS. SANDBAGS, STRUCTURES AND ROADS DAMAGED BY CONTRACTOR
OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO COST
TO THE GOVERNMENT OR TO THE OWNERS OF THE DAMAGED PROPERTY. IN ORDER TO MINIMIZE THE
RISK OF DAMAGE, WHEELED OR TRACKED EARTH MOVING EQUIPMENT SHALL NOT WORK CLOSER THAN 10
FEET FROM STRUCTURES DURING ALL WORK INCLUDING DISTRIBUTION AND MOVEMENT OF BEACH FILL
MATERIAL. EXISTING SANDBAGS BELOW ELEVATION 6 FEET THAT LIE WITHIN THE BEACH FILL LIMITS
SHALL BE COVERED WITH FILL. IN AREAS WHERE IT IS NOT POSSIBLE TO TIE INTO THE 6-FOOT
CONTOUR, THE CONTRACTOR SHALL CONSTRUCT THE BACKSLOPE TO THE NATURAL ANGLE OF REPOSE.
PHOTOGRAPHY DATE: DECEMBER 2008, COPYRIGHT 2008 DIGITAL GLOBE.
FILL MATERIAL SHALL BE PLACED AT TYPICAL BEACH DISPOSAL
SECTION UNTIL MATERIAL TO BE DREDGED IS EXHAUSTED.
WIDTH OF TYPICAL BEACH DISPOSAL SECTION MAY BE ADJUSTED
AT THE DISCRETION OF THE C.O.R. TO ASSURE MATERIAL
PLACEMENT WITHIN THE LIMITS INDICATED.
T A
N G
E N
T
C H
A N
N E L S T
O
JA
C K S O
N V
IL
L E
2495000
295000
NN
SCALE IN FEET
0 20001000 1000500
A T
L A
N
I C
E A
N
APPROXIMATE LIMITS OF BEACH DISPOSAL AREA
NO
RTH
TO
PS
AI
L B
EACH 30
T A
N G
E N
T S
E C
T
IO
N
T A
N G E N
T J S E C T
IO
N
TANGENT I SECTION 2
TANGENT 2
B.M. VIEW
EL. 18.655’ (NGVD-1929)
(POSITION DESCRIPTION AVAILABLE)
EL. 25.272’ (NGVD-1929)
B.M. VIEW 2
(POSITION DESCRIPTION AVAILABLE)
N R
IX
D
IS
P .D
G N
TRANSITION DETAIL
N.T.S.
500’ 500’
LENGTH WILL BE DETERMINED
DURING CONSTRUCTION AND WILL
BE DEPENDANT ON QUANTITY OF
MATERIAL PLACED ON BEACH
3000’ APPROXIMATE LIMITS OF BEACH DISPOSAL AREA
6’ 6’ 6’ 6’
TIE INTO EXISTING
6’NGVD 29 CONTOUR
TIE INTO EXISTING
6’NGVD 29 CONTOUR
150’WIDE
CONSTRUCTION
BERM
150’WIDE
CONSTRUCTION
BERM
N
E R
IN
L E T
C
R O
S S
D
T A
N G
E N
T S
(C H
A N
N E L S
T
O
J A
C K S
O N
V
IL
L E
D
IS
P O
S A L
A
R E
A
EXISTING GROUND
SLOPE
INTERCEPT
SLOPE INTERCEPTSLOPE INTERCEPT
TOP OF BERM +6.0’ NGVD 29
BACKSLOPE
(SEE NOTE 8)
SLOPE INTERCEPT
SLOPE
INTERCEPT
EXISTING GROUND
SLOPE INTERCEPT
SLOPE
INTERCEPT
EXISTING GROUND
150’
150’
TOP OF BERM +6.0’ NGVD 29
NATURAL SLOPE
NATURAL SLOPE
SEAWARD EDGE OF STRUCTURES
10’ (SEE NOTE 8)
N.T.S.
TYPICAL BERM SECTION A
N.T.S.
TYPICAL BERM SECTION A
N.T.S.
TYPICAL BERM SECTION B
N.T.S.
TYPICAL BERM SECTION B
cbix10.dgn 6/17/2009 4:05:59 PM
MARINA CE 1981
RPS CARO #1
IP #3
T1-19 T1-21 T1-29T1-27
U.S. R/W LINE
U.S. R/W LINE
U.S. R/W LINE
ROCK C&GS 1918
E 2337288.5
N 121585.6
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
NOTES
SCALE: 1:2000
90+00 95+00 100+0085+00
80+0075+0070+00
65+00
CENTERLINE OFFSET
TANGENT 1 SECTION 4
C
A
R
O
L
I N
A
I N
E
T
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
CHANNEL PRISM LINE
CENTERLINE
EL. 6.688’ MLW BFT. DATUM (LOCAL MLW)
EL. 5.148’ NGVD 1929
105+00
VARIES
SOUNDING
BORING
T A
N G
E N
T
S E
C T
IO
N
C A
R O
L
A C
H
IN
L E T
C
R O
S S
IN
G
1.
2.
3.
4.
5.
6.
7.
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 17 MARCH 2009 WITH DISTRICT SURVEY VESSEL "J. BUTLER",
USING D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: CAROLINA INLET MARINA
HORIZONTAL DATUM NAD 1983.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS
MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-11.
NUN # 154A 2337938.50 121437.87 34 04.706030 77 53.045726
CAN # 155 2338334.10 122061.46 34 04.808094 77 52.965964
CAN # 155A 2338041.94 120967.89 34 04.628364 77 53.026281
BCN # 153 2338985.34 124598.02 34 05.225028 77 52.831278
NUN # 154 2338561.16 123678.15 34 05.074178 77 52.917373
DM # 156 2337518.65 119692.58 34 04.419103 77 53.132784
N 122,597.8
E 2,338,425.9N 122,488.5
E 2,338,449.5
N 121,144.5
E 2,338,054.5
N 121,179.3
E 2,337,918.9
P-9
SHEET 9 OF 20
CBXAIWW-V-09-1
CBXAIWW-V-09-2
CBXAIWW-V-09-3
CBXAIWW-V-09-4 CBXAIWW-V-09-5 CBXAIWW-V-09-6
CBXAIWW-V-09-7CBXAIWW-V-09-8
CBXAIWW-V-09-9
CBI-V-09-12
CBI-V-09-14
CBI-V-09-15
CBAIWW-V-09-1
CBAIWW-V-09-2
CBAIWW-V-09-3…
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