AIWW_Xings_Plans_Amd1.pdf
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| File | Type | Posted |
|---|---|---|
| BID ABSTRACT.pdf | ||
| Amendment 002.pdf | ||
| Amendment 0001.pdf | ||
| AIWW_Xings_2010_Plans.pdf | ||
| SPECIFICATION.PF.pdf |
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-9 .9-9
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-8 .7
-8 .4
-7 .9
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10.5
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-6 .7
-6 .6
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
35+89.1
50’ WIDENER
-6 .5
-5 .9
-5 .7
-5 .7
-5 .1
-5 .1
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
SOUNDING
VIBRACORES
1.
2.
3.
4.
5.
6.
7.
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 28 AUGUST 2010 WITH DISTRICT SURVEY VESSEL "PARKER", USING
D.G.P.S. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: BCN #45, 6 NAILS (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. LATITUDE AND
LONGITUDE ARE EXPRESSED IN DEGREES AND DECIMAL MINUTES.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-13.
-4 .6 b o g u e x .d g n
N
R
E V
IS
E D
S O
U N
D
IN
G
A N
T E S
1-
C
L D
-4 .1
-3 .8
-3 .6
-3 .3
-3 .2
-3 .2
-2 .8
-2 .0 -2
.0
U .S . R
W
L
IN
E
U.S. R
/W LINE
U.S. R
/W LINE
TANGENT H SECTION 1
TANGENT G SECTION 1
TANGENT F S
ECTION 1
MON.
MON.
M
ON.#3
90’
CENTERLINE OFFSET
160+00
N 341,665.3
E 2,570,965.2
N 341,527.0
E 2,570,943.6
N 341,218.0
E 2,573,824.7
N 341,076.8
E 2,573,821.7
N 341,239.8
E 2,574,015.6
N 341,150.4
E 2,574,025.8
BI-AIWW-08-V-6
BI-AIWW-08-V-1
BI-AIWW-08-V-2
BI-AIWW-08-V-3
BI-AIWW-08-V-4
BI-AIWW-08-V-5
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
2571000 340000
NOTES
POST
G C
R
A
IW
W
C L
D
M A
IN
T E
N A
N C
R
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
T H
R O
U
H
A N
N E
D
IN
L E T
C
R O
S S
IN
G S
N O
R T
R O
L
IN
A
J
U
Y
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
VARIES
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
B O
G U
E
IN
L E T
C
R O
S S
IN
G T
A N
G E
C T
IO
N
P-14
SHEET 14 OF 22
C
K
B
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
F
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
IN
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
IG
C T
IO
N
162+82.4
CHANNEL PRISM LINE
CHANNEL PRISM LINE
-6’
-12’
-12’
-12’
-12’
-12’
-12’
-12’
TIDE GAGE
"45"
"45A"
"46"
DESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
BCN # 45 2573986 341126 34 40.32784 77 05.45059
CAN # 45A 2571525 341453 34 40.38947 77 05.94037
BCN # 46 2570529 341841 34 40.45663 77 06.13767
HORIZONTAL DATUM NAD 1983.5.
VERTICAL DATUM NGVD 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING VERTICAL CONTROL
NATURAL SLOPE
100’
EXISTING BEACH
TYPICAL BEACH DISPOSAL SECTION
N.T.S.
T O P S
A I
A C
H
2410000
225000
"CROCKER"
DESCRIPTION AVAILABLE
DESCRIPTION AVAILABLE
NOTES:
AREA TO BE DREDGED SHOWN THUS -
T O P S
A
E E
K
T A
N G E
N T
S E C T
IO
N
A
T
L
A
N
T
ELEV. 6’ NGVD-29
1.
2.
3.
4.
6.
R A
N G E
RANGE
B A N K S
C H
A N N E L
R A
N G E
B A N K S
C H
A N N E L
DUE TO AGE OF PHOTOGRAPHY, PIPELINE ROUTE IS APPROXIMATE. IT SHALL BE THE RESPONSIBILITY
DOP 10768
USING THE CONTROL POINTS SHOWN PRIOR TO PLACEMENT OF DREDGED MATERIAL IN THE DESIGNATED DISPOSAL AREA.
DESCRIPTION AVAILABLE
E 2406888
N 220545
E 2409353
N 222838
E 2411452
N 224875
EL. 8.570’ NGVD
EL. 5.348’ NGVD
EL. 3.976’ NGVD
SCALE IN FEET
0600 300 600 1200
2405000
225000
2410000
220000
TOPSAIL 2
CAROL
IN
A
BLV
D.
OF THE CONTRACTOR TO VERIFY THE EXACT ROUTE.
SOUTH
ANDE
RSON
BLV
D.
OC
E
AN
B
LV
D
N
P S
A
IL
IN
L E T
C
R O
S S
IN
G L O
C A T
IO
P O
S A L
A
R
M
P
APPROXIMATE LOCATION
OF PIPELINE ROUTE
N
P S A
L E T
6’6’6’ 6’
TRANSITION DETAIL
N.T.S.
500’ 500’
LENGTH WILL BE DETERMINED
DURING CONSTRUCTION AND WILL
BE DEPENDANT ON QUANTITY OF
MATERIAL PLACED ON BEACH
TIE INTO EXISTING
6’NGVD 29 CONTOUR
S M
IT
V E
100’WIDE
CONSTRUCTION
BERM
100’WIDE
CONSTRUCTION
BERM
A P P R
O X I
M A T E
L I
M I
D I S P
O S
E
A
1650’ APPROXIMATE LIMITS OF BEACH DISPOSAL AREA
t o p s a il d is p .d g n
P-15
SHEET 15 OF 22
PHOTOGRAPHY DATED: MAY 2010. COPYRIGHT 2010 DIGITAL GLOBE.
N
FOR DETAILS OF AREAS TO BE DREDGED, SEE PLATE P-16.
9. SEE PARAGRAPH EENVIRONMENTAL WINDOWS OF SECTION 01 57 20.00 10 OF THE SPECIFICATIONS FOR ENVIRONMENTAL
WINDOWS AND RESTRICTIONS.
THE CONTRACTOR SHALL NOTIFY THE TOWN OF TOPSAIL BEACH NO LESS THAN 15 DAYS PRIOR TO COMMENCEMENT
OF PIPELINE PLACEMENT ALONG SMITH AVENUE. POINT OF CONTACT WITH THE TOWN OF TOPSAIL BEACH IS
TOM HOLLOMAN, TOWN MANAGER, PHONE NO. 910-328-5841. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING
ANY DAMAGE DONE DURING THE PLACEMENT AND REMOVAL OF DREDGE PIPELINE.
THE TOWN OF TOPSAIL BEACH WILL PROVIDE THE MATERIALS AND CONSTRUCT THE RAMP FOR THE PIPELINE CROSSING
AT SOUTH ANDERSON BOULEVARD AND SIMTH AVENUE INTERSECTION.
7.
8.
R
E V
IS
T E
A D
D
T E
R E
V
IS
T E
A D
D
T E
1-
C
L D
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
IW
W
C L
D
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
T H
R O
U
A N
N E
D
IN
L E T
C
R O
S S
IN
G S
N O
R
R O
L
IN
A
J
U
U.S . R /W
LIN
E
T10 -6
T10 -5
U.S . R /W
LIN
E
T10 -7
T10 -8
T11-4T11-6
T11-3T11-5T11-7
U.S. R/W LINE
U.S. R/W LINE
10+00 0+00
REF MARK 4
STONE
T11-2
T11-1
(NO MON.)
SPIKE C/L ROAD
2234000 64000
2230000 61000
2233000 61000
TANGENT 11
HOLDEN BEACH
OAK ISLAND
SHEEP ISLAND
BULKHEAD
AREA TO BE DREDGED
NAVIGATION AIDS
LEGEND
NOTES
20+0030+0040+00CENTERLINE OFFSET
L
E
T
45+00 35+00 15+00 5+00
M.L.W.
TYPICAL DREDGING SECTION
NOT TO SCALE
REQUIRED
VARIES
(TYP)
2’ ALLOWABLE
OVERDEPTH
DEPTH
CHANNEL PRISM
LINE (TYP)
CHANNEL PRISM LINE
CHANNEL PRISM LINE
tide gage 8
CENTERLINE
25+00
SOUNDING10.5
W A T E
R
LIN
1.
2.
3.
4.
5.
6.
7.
BORING
TANGENT
P-20
SHEET 20 OF 22
SCALE IN FEET
0200 200 300100
SCALE: 1:2000
N 62,544.8
E 2,231,372.1
N 62,660.8
E 2,232,058.5
N 63,122.1
E 2,232,387.7
N 62,852.4
E 2,231,091.6
N 62,717.5
E 2,230,293.9
N 62,766.8
E 2,230,285.6
N 62,769.2
E 2,229,759.4
N 62,680.4
E 2,229,774.4
L O
C K
W O
O D
S
F
O L L Y
IN
L E T
C
R O
S S
IN
G T
A N
G E
N T
1 1 lw f x .d g n
N
APPROXIMATE SHORELINE
LOCATION (TYP.)
N 63,390.7
E 2,233,436.5
N 63,301.9
E 2,233,451.5
1-
LIGHT 44 2233963 63547 33 55.3259319 78 13.7339839
DM 46 2233109 63405 33 55.3036311 78 13.9029732
BUOY 46A 2232199 63327 33 55.2918780 78 14.0831274
BUOY 47 2232007 63021 33 55.2416031 78 14.1215701
BUOY 47A 2231366 62853 33 55.2148007 78 14.2485667
LIGHT 48A 2229750 62857 33 55.2174111 78 14.5679799
DESCRIPTION EASTING NORTHING LATITUDE LONGITUDE
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.W.
PROJECT SURVEYED 26 AUGUST 2010 WITH DISTRICT SURVEY VESSEL "J. BUTLER",
USING D.G.P.S. HORIZONTAL AND VERTICAL POSITIONING EQUIPMENT AND 200 KHZ
SOUNDING EQUIPMENT.
TIDE GAGE LOCATED AT: BCN #48A, 6 NAILS, M.L.W., BALDHEAD 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. LATITUDE AND
LONGITUDE ARE EXPRESSED IN DEGREES AND DEMICAL MINUTES.
FOR LOCATION OF DISPOSAL AREA SEE PLATE P-19.
R E
V
IS
U N
D
IN
G S
D R
E D
G
T E S
C L D
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
IW
W
C L
D
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
T H
R O
U
A N
N E
D
IN
L E T
C
R O
S S
IN
G S
N O
R
R O
L
IN
A
J
U
1.1
1.8
2.5
1.2-2.3
-13.4 -9.1 -9.2
0.1
-8.5 -8.0
-9.0 -9.2
-10.7 -14.4
-16.3-12.7
-13.5
-17.1
-9.3 -5.9
-7.1 0.7-0.3
-4.4 -4.2-7.8-7.8-2.3
-3.9-14.2 1.9
-10.8 -1.5 -5.2 -6.9
0.6
-4.9 -5.4
-4.9 -7.3
-13.4
0.1
-14.6
-17.6 -16.6
-3.4 -4.3
-5.2 -0.8 -0.4
-1.7-1.4 -8.8
-14.1 -10.9
-6.2 -3.8 -2.5
-1.3 1.4-1.5
-2.3-2.1-3.6-18.2 1.6
-11.3
-16.1 -16.2 -11.2
-9.1 -7.3
-5.0 -2.9 -2.2 -0.2
-11.5 -13.4
-13.9 -13.8
-13.7 -12.4 -14.4-13.0 -12.8 -14.0
-13.0 -13.5 -13.6
-14.4 -14.9
-14.6 -14.5 -13.9 -14.2 -9.0
-12.5
-12.2-12.4 -13.9-15.0
-16.8 -14.4
-14.0 -12.3
-15.2-14.3
-11.4 -12.8-13.3
-13.1 -13.5
-11.0
1.6
-12.9 -12.5
-9.7
1.3
1.6 -8.9
-10.7 -10.2
-10.7 -14.6
-17.1 -15.5
-0.9-7.2 -14.0
-13.7 -13.3-10.9 -11.1
-11.3 -10.4
1.5 -2.7-8.9
-10.4 -11.3
-11.4-11.1-11.6-12.5 -16.9
-0.4
-1.3 -7.8
-14.8 -14.1 -13.2
-14.0 -14.3 -12.1 -12.3 -13.1
-12.4
0.5-7.3-11.4-13.5-13.0 -12.7
0.2
-3.3 -3.9 -4.3
-4.1 -8.7 -11.7
-12.6 -13.7 -14.0
-11.6 -11.9 -13.1
-13.6 -14.3 -10.2 -3.6
0.7 1.0 1.5
-3.9 -13.6
-12.3 -13.2-13.5-13.0
-14.5 -13.9
-7.9 -2.8-1.7-0.40.3-0.4-1.1-1.1-1.0
-1.5 -2.3
-2.5 -4.0
-3.2 -3.5
-4.5 -4.9 -9.0
-11.8-14.6 -14.6 -13.9 -11.9
-13.7 -13.8
-12.7 -13.4
-12.5 -11.6
-11.4 -10.3
-3.8 -3.5 -3.2 -1.5
-1.8-2.1-4.3-6.4-7.6-9.6 -11.7
-13.5 -11.8
-10.0 -11.5
-12.8-13.6 -14.4 -13.8
-14.2 -12.3
-10.0 -8.8
-11.9 -14.6
-11.3
-10.1-11.0-13.2 -14.3-12.9
-12.8 -14.3-15.3
-13.2 -12.1
-13.4 -12.2
-12.3 -11.6
-12.1-11.8 -8.9
-9.2 -9.3
-9.1
-11.8 -9.8
-14.3 -13.0 -14.2
-13.2 -12.7
-13.9 -13.8
-12.9 -12.3
-13.1 -13.4 -12.8
-12.8 -13.7-11.6 -10.7
-11.8 -12.6-12.9 -13.1
-13.1 -12.8
-12.3
-13.6-12.3-12.5-12.9 -13.2
-13.4 -13.1
-11.7 -13.4-13.8
-13.5-16.0 -14.9-14.7
-13.0 -12.9
-13.4 -13.1
-13.9-13.8-12.9 -13.3
-12.6 -12.3
-13.1 -12.8
-11.9 -11.4
-13.6 -12.5 -13.0
-13.0 -12.8
-13.3 -12.8
-13.6 -13.8 -14.4
-14.6-14.3 -12.8
-15.6 -16.6 -15.8-15.1 -14.6
-13.8 -14.0
-13.7 -13.5
-13.0 -13.4 -9.1 -13.0
-12.4 -12.0 -12.4
-11.9 -12.5
-12.6 -12.3
-11.9 -11.3
-10.9 -12.4
-12.3-12.8 -14.0-14.9
-16.1 -16.6
-14.5 -14.4
-14.0 -13.5
-13.5 -14.1
-14.2 -13.2-13.3
-12.7 -10.8
-9.2 -8.9 -10.7
-11.6 -12.3
-12.3 -11.4-9.2
-9.6 -10.5
-13.3 -12.1 -13.8 -14.0
-14.6 -14.1 -13.1 -12.4
-11.1 -11.1
-11.0-9.5 -9.0-10.1-9.5-9.5
-8.3 -8.7-7.8-8.5-8.6-9.2-10.5-11.5
-10.7 -11.5
-12.0 -12.5
-12.6 -12.4-14.7
-15.2 -14.1
-13.7 -13.1
-14.1 -12.9
-14.1 -13.4
-13.1 -12.8
-13.1 -12.6-11.4
-11.9 -12.0-4.4
-4.3-7.3-8.2
-5.1 -4.7 -4.6 -4.2-3.4 -3.8-2.8
-3.5-3.8 -2.9
-2.4 -2.1 -1.6 -1.7-1.7 -5.4-10.3 -10.1 -10.6
-11.2 -11.7
-12.0 -11.0 -12.5
-12.6 -11.5
-11.9 -12.6 -12.7
-9.4 -10.6 -9.2 -8.2 -7.3
-3.4-3.7-4.7-4.5-4.3-4.1-5.9 -4.2
-3.9 -4.0-3.9-3.3
-3.5 -4.4-7.2-8.3-8.6-9.4-9.6
-10.0 -10.8
-11.2-5.6-6.1 -8.1
-7.2 -6.3
-5.6 -5.1-4.6-6.4-7.3-5.2
-5.0-6.5-1.9 -2.0-1.9
-2.9-2.6 -1.7 -6.3 -4.5
-3.4 -4.6 -6.3 -5.8
-4.9 -7.9 -9.0-10.0 -10.9
-6.9 -6.6-6.0 -2.5 -4.2
-10.3
-2.9-1.5-0.9-1.3-1.6-2.1 -1.3-1.4
-0.7 -1.0
-1.1 -0.7
-1.4 -1.9-2.4
-3.2 -3.9
-4.1 -4.2
-4.5 -5.0-6.2-6.5-7.2-7.4-8.0-8.1
-8.6 -9.1
-9.8 -10.6
-11.5-8.5 -5.3-4.4-3.8-3.0-3.1-2.4-2.3
-4.9 -4.3
-4.1-3.1-3.1-2.8-2.3 -1.1
-2.8 -3.2-2.9
-9.0-10.4 -10.8
-10.5 -11.4
-10.5
-12.1 -12.1
-11.3 -11.7-11.4
-12.5-12.3
-12.2
-12.2
-9.7 -11.0
-11.4 -11.4
-8.1 -9.0
"47A"
"47"
"46A"
12’ 12’
12’
12’ 12’ 12’ 12’
12’
12’
"46" "44"
"48A"
LFIXAIWW-V-
09-10
LFIXAIWW-V-
09-1
LFIXAIWW-V-
09-2
LFIXAIWW-V-
09-4
LFIXAIWW-V-
09-5
LFIXAIWW-V-
09-3
LFIXAIWW-V-
09-6
LFIXAIWW-V-
09-8
LFIXAIWW-V-
09-7
LFIXAIWW-V-
09-9
| Amended Plans for Solicitation W912HN-10-B-0023 |
| P-14 |
| P-15 |
| P-20 |
File details come from the government source that posted it. Updated .