PLANS_FY18_Upper_Harbor_Maintenance_Dredging.pdf
PDF 11 MB Posted
- Attached to
- FY18 Upper Harbor Dredging Charleston SC Federal contract opportunity
- Solicitation number
- W912HP-18-B-0001
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Plans/Drawings FY18 Upper Harbor
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 18B0001_FINAL_Abstract_of_Offers.pdf | ||
| PLANS_SHEET_C-01_to_C-08_REVa.pdf | ||
| Summary_of_Changes_FY18_Charleston_Upper_Harbor_Maintenance_Dredging_AM0002.docx | DOCX document | |
| W912HP-18-B-0001U0002_Amendment_02.pdf | ||
| FY18_Chas_Upper_Bid_Schedule_REVa.pdf | ||
| ATTACHMENT_L_Consolidated_Report_REVa.pdf | ||
| 35_20_23_DREDGING_Work_Covered_By_Contract_Price_and_Estimated_Quantities_REVa.pdf | ||
| 20171128-20171130_CHU_Combined.xyz | XYZ file | |
| W912HP-18-B-00010001_Amendment_01.pdf | ||
| W912HP-18-B-0001_Solicitation_FY18_Upper_Harbor_Dredging.pdf | ||
| SPECIFICATIONS_FY18_Upper_Harbor_Maintenance_Dredging.pdf |
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Text version
J U
N E
A
V
E N
U E
E 2325000 E 2326000 E 2327000 E 2328000 E 2329000 E 2330000 E 2331000E 2324000
N
E 2325000 E 2326000 E 2327000 E 2328000 E 2329000 E 2330000 E 2331000E 2324000
N
SI
DE
SLOPES
200 200 4000
SCALE IN FEET
1380+00
1370+00
1360+00
1350+00
P.I. 1350+39
0+00 SYR = 1356+45.20
P.I. 1362+78
P .I
P .I
P .I 8 P .I
+0
P.
I.
5+1
P.
I.
8+6
+0
+0
2:1 OPTIONAL SIDE SLOPES
O P
T I
O N
A L
T I
O N
A L
S I
D E
S
L O P
E S
D A
N
IE
L
IS
L A
D
R E
A C
H
S H
IP
Y A
IV
E R
R"48"
D E P T
H
C
O S S
IN
G
O P
E R
F
IB
E R
G L A S
IN
F O
R C E
D
S E
W E R
L
IN
E
DEPTH C
ROSSING COOPER R
IVER =
20"
HDPE WATER MAIN
2325696.59, 364508.83XY=
2325283.36, 364863.35XY=
2326030.25, 364466.80XY=
2324975.04, 364410.25XY=
2325191.00, 363918.42XY=
2325054.09, 364712.31XY=
2328110.30, 363485.34XY=
2327541.26, 364368.97XY=
2327251.50, 364387.73XY=
2326887.44, 364110.67XY=
2325999.84, 364168.14XY=
2328232.78, 364324.23XY=
2:1 OPTIONAL SIDE SLOPES WHERE INDICATED
4:1 OPTIONAL SIDE SLOPES
REQUIRED DEPTH 43' PLUS 2' ALLOWABLE OVERDEPTH
STA. 2+00 TO 34+00
2328188.65, 364022.01XY=
2325628.72, 364611.86XY=
2325503.41, 364529.32XY=
C O
N S
T R
U C
T
IO
N
U N
D E
R C
U R
R E
N T
L Y
T E
R M
IN
A L
L E
A T
H E
R M
A N
S C
S P
A
+0
44.9
45.0
45.0
44.5
44.4
45.1
46.8
52.7
52.3
51.9
52.0
52.0
52.4
52.6
52.6
52.7
52.3
52.8
52.6
52.4
51.6
51.9
52.3
52.3
51.9
52.3
52.0
51.1
50.2
49.8
49.7
49.4
43.0
42.5
43.8
43.4
44.2
46.0
49.6
52.6
53.1
52.8
52.2
52.3
52.4
52.1
52.2
52.2
52.1
52.2
52.4
52.3
52.2
52.2
52.5
52.5
52.2
52.2
52.0
51.8
51.6
51.4
51.3
51.2
51.2
50.9
50.0
49.1
48.7
48.6
49.7
48.2
33.1
33.2
34.4
35.8
37.3
43.1
47.5
50.9
51.3
51.6
51.8
51.9
51.4
50.8
51.9
51.4
51.2
51.4
52.0
52.9
51.9
52.3
51.6
52.3
52.1
52.4
51.5
51.5
51.9
51.5
51.5
50.8
50.4
49.7
49.1
47.8
46.6
45.8
44.8
30.0
30.7
31.6
32.5
36.2
40.7
45.4
51.2
50.7
52.1
51.2
50.1
50.5
50.2
50.5
50.3
50.0
50.4
50.3
50.3
50.9
52.4
52.7
52.4
51.6
51.1
51.8
52.3
52.2
51.4
50.4
49.0
47.9
46.5
44.8
43.2
40.7
27.7
29.4
31.6
35.5
39.4
44.8
45.8
44.9
44.8
44.4
45.0
45.3
45.3
45.8
46.9
47.2
48.4
49.8
50.1
50.3
50.5
50.4
50.6
50.2
50.2
51.0
51.1
50.9
50.3
49.9
48.2
45.7
41.5
36.1
35.4
25.4
26.0
27.4
31.1
34.3
40.5
45.6
46.4
45.2
45.0
44.9
45.0
45.7
45.2
45.7
45.9
46.1
46.3
47.1
46.7
47.1
47.1
48.1
48.4
50.3
50.9
51.4
51.3
50.8
49.2
48.1
39.4
34.7
33.7
32.6
25.0
26.7
30.5
34.9
40.6
45.6
46.0
46.3
45.0
45.4
45.4
44.8
44.6
45.5
44.9
46.3
45.7
46.1
46.0
46.4
46.3
49.4
50.6
51.3
51.4
51.4
49.9
45.5
40.0
32.2
28.4
27.4
20.4
22.1
24.8
29.1
34.6
40.2
44.7
45.2
45.0
44.3
45.5
44.8
45.3
45.5
45.5
45.7
46.3
45.3
45.5
46.5
47.7
49.9
50.6
51.0
51.0
50.4
44.0
39.0
32.6
25.0
22.4
21.9
17.4
19.6
26.7
33.0
37.7
40.5
46.3
46.6
44.5
45.1
44.1
45.2
45.4
45.0
45.9
47.1
45.6
47.3
49.7
50.0
50.0
50.1
50.0
48.1
41.4
34.9
30.4
24.9
19.5
12.3
13.5
20.5
25.8
29.7
33.2
40.2
45.9
45.9
45.8
45.7
44.4
45.0
45.6
46.1
46.7
47.3
49.4
50.2
49.6
49.4
49.5
49.1
43.5
38.0
31.5
26.3
19.4
18.1
13.0
20.2
26.0
28.4
31.9
44.6
46.4
44.9
45.3
44.5
46.4
46.4
47.4
49.2
49.5
49.1
45.5
44.9
47.3
49.3
49.0
47.2
42.7
36.1
30.6
24.4
17.9
19.8
23.9
26.1
32.1
43.5
45.4
45.7
45.9
46.5
46.4
46.5
47.8
48.3
48.7
48.7
47.8
45.8
44.9
42.4
36.0
30.0
18.0
21.6
24.9
32.8
42.0
46.5
46.7
47.1
47.6
48.2
48.3
48.1
47.6
46.7
45.6
47.5
46.5
37.5
32.3
24.8
15.6
22.6
26.6
35.2
41.2
44.5
46.1
48.0
47.8
47.4
48.6
47.3
45.3
46.0
46.5
46.4
37.1
28.6
19.4
25.4
33.3
40.9
44.0
45.9
46.9
47.8
47.8
47.8
46.9
46.1
46.6
45.9
47.0
45.7
35.4
23.9
34.1
45.0
45.5
44.9
45.8
46.2
46.3
46.0
46.3
46.5
46.1
45.6
45.0
46.2
45.7
32.8
24.0
45.0
46.1
45.3
46.2
46.1
45.9
45.6
45.6
45.2
44.9
44.6
46.1
45.6
37.4
23.1
44.9
45.6
45.9
45.5
45.4
45.8
45.3
44.8
44.7
44.0
44.0
45.8
46.0
36.4
25.0
17.0
45.1
44.0
44.6
45.6
45.5
45.3
45.0
44.6
44.4
44.4
45.0
45.9
45.8
45.1
34.9
22.4
17.4
45.1
44.9
45.1
44.7
44.6
44.7
44.7
44.2
45.2
44.8
45.0
46.9
46.8
34.2
24.2
45.6
45.4
45.3
45.3
45.0
44.7
44.3
44.9
48.9
46.1
46.7
46.8
46.6
46.0
36.3
24.1
19.0
45.0
44.9
45.0
46.3
44.9
44.5
44.8
44.2
46.8
46.8
46.5
47.1
46.9
45.4
38.9
25.1
19.6
42.9
44.9
45.4
45.4
45.3
44.5
44.0
43.2
45.6
46.8
47.7
46.6
46.4
45.9
43.6
29.2
23.1
31.2
39.1
44.1
46.6
46.2
46.0
45.1
45.0
43.7
44.4
45.7
45.5
46.1
45.8
46.1
45.4
38.9
25.8
25.5
28.9
36.5
42.6
46.5
46.3
46.1
45.6
45.1
44.5
43.8
46.2
46.7
46.9
46.6
45.4
45.9
44.0
29.6
26.1
29.1
31.3
39.5
45.0
45.4
45.3
47.0
45.2
45.1
44.8
45.2
45.3
46.6
46.6
45.8
46.6
46.3
46.5
36.8
28.8
21.8
27.1
28.9
30.9
35.1
41.1
45.3
46.4
47.8
46.1
45.8
46.6
44.6
45.6
44.2
44.8
45.3
44.1
45.5
45.7
45.9
46.4
45.5
26.6
35.1
34.1
34.3
37.5
46.2
46.3
44.2
44.5
44.4
46.5
47.1
47.8
45.6
45.3
46.4
44.9
45.7
45.3
44.0
35.4
34.5
34.4
42.7
45.1
45.2
46.6
45.8
46.6
45.9
45.9
44.4
45.2
43.9
44.4
46.8
45.5
48.5
45.2
45.9
45.3
44.8
44.6
45.9
45.9
45.1
45.1
45.0
40.9
46.6
44.8
44.1
45.1
45.9
45.8
46.1
46.6
46.0
46.5
45.2
45.3
44.2
44.9
45.5
45.0
46.1
47.0
46.1
47.1
34.5
39.5
39.5
41.4
47.8
44.7
45.3
46.1
46.6
45.9
45.8
46.1
46.0
46.6
44.7
43.7
44.7
44.2
44.6
45.5
46.2
47.3
45.6
46.4
46.6
46.5
45.6
45.9
45.5
40.1 40.0
48.0 48.3
45.0 45.4
45.9 45.6
46.1 45.7
45.6 46.3
46.8 44.0
44.1 44.6
44.5 45.0
46.2 45.4
46.2 47.1
47.1
.0
.9
.6
.7
.1
.5
.1
.4
.2
.8
.1
.1
.1
.3
.1
.1
1.1
1.4
1.3
1.2
1.0
.1
.1
1.7
1.9
1.6
.1
.1
.1
.1
1.8
.1
.1
5. DATE OF CONTRACT SURVEY: 18 JANUARY 2017 & 30 JANUARY 2017
COORDINATES NAD 1983.
4. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
3. SOUNDINGS ARE IN FEET AND TENTHS AND
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
SHIPYARD RIVER (OPTION)
SHOAL 1
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
F
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w in g o d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
1"
C-02
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
Y
C
H A
R L E S T
P
R B
G
S A
G
S H
O A L
S
H
IP
Y A
E R
(O
P T
IO
N
IF
B
W
H P B
G
M J C
SHEET 2 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
CONTRACT
43'
DANIEL ISLAND
N 363500 N 364500 N 365500 N 366500 N 367500 N 368500 N 369500
E
E
E
E
E
E
N 363500 N 364500 N 365500 N 366500 N 367500 N 368500 N 369500
P .I . 1
P.I. 9+76
S H
IP
Y A
E R
N
200 200 4000
SCALE IN FEET
E
E
E
E
4:1 OPTIONAL SIDE SLOPES
REQUIRED DEPTH 47' PLUS 2' ALLOWABLE OVERDEPTH
STA. 1348+00 TO 1400+00
2329045.07, 368280.00XY=
2329484.77, 368261.30XY=
E
N 370500
N 370500
E
R "4
2329263.04, 363050.73XY=
.2
D E
P
O S
S
O P
W
T
M
IN
D E P T
H
C R
O S S
IN
G
C
O O P E R
R
IV
E R
= 9
" F
IB
E R
G L A S S
R E
IN
F O
R C E D
S E
W E R
L
IN
E
DANIEL ISLAND REACH
SHOAL 2
(CURRENTLY UNDER CONSTRUCTION)
HUGH K. LEATHERMAN, SR. TERMINAL
2328779.55, 363087.26XY=
51.7
51.5
51.1
51.5
51.8
51.8
51.6
51.2
50.9
50.4
50.5
50.4
51.0
50.5
49.9
49.4
49.2
49.5
49.1
49.9
50.0
50.7
50.1
50.2
50.1
50.3
50.1
49.8
50.1
48.7
44.8
39.2
34.1
29.7
52.1
51.1
51.3
51.1
51.1
51.0
51.7
52.0
50.9
50.1
50.3
50.4
50.0
50.0
50.0
49.6
49.7
50.0
50.1
50.0
50.2
50.4
50.9
50.8
50.2
50.6
50.2
50.1
49.1
46.7
42.3
36.5
31.7
26.5
51.4
51.0
50.9
51.9
50.9
51.1
51.3
50.9
49.7
50.1
50.8
50.2
50.4
50.0
49.8
50.1
49.8
50.3
50.5
50.0
50.6
51.6
50.8
50.7
50.3
50.1
49.9
49.2
48.9
46.2
40.4
35.1
29.9
24.8
52.3
51.5
52.0
52.1
52.1
52.3
51.4
51.1
50.7
50.1
50.5
50.0
50.1
50.1
50.4
50.4
50.3
50.4
50.4
50.7
50.6
50.9
50.6
50.4
50.2
50.0
49.5
48.3
48.6
45.0
38.8
33.4
27.8
53.3
52.0
51.6
52.6
52.1
52.3
51.8
52.4
49.8
49.7
50.4
50.5
50.4
50.1
50.1
50.2
50.1
50.6
50.9
50.8
50.8
50.6
50.0
50.2
50.1
50.2
49.3
48.2
49.5
44.5
38.1
32.7
27.2
52.0
51.8
51.0
51.2
52.1
52.0
52.0
51.4
50.2
50.3
50.6
51.0
50.7
50.1
50.5
49.1
49.9
50.0
50.5
50.9
51.2
50.9
49.4
49.6
49.8
49.8
49.1
48.0
49.1
49.4
42.4
36.0
30.0
24.3
50.6
51.5
51.6
51.5
52.0
50.1
51.0
51.3
50.1
49.9
49.3
50.0
49.8
50.0
50.3
50.1
49.7
50.1
50.6
50.8
49.5
49.9
49.8
49.7
49.8
49.2
48.0
48.8
48.8
47.9
39.9
33.4
27.9
22.4
50.9
51.7
51.0
50.9
51.8
51.4
50.7
50.7
51.5
51.1
50.6
51.6
51.4
51.0
50.9
50.7
50.4
50.4
50.4
50.3
49.8
49.6
49.6
49.5
49.0
47.8
49.0
49.0
49.0
46.5
37.5
30.8
25.7
21.5
51.8
51.7
50.9
51.4
51.0
50.4
50.6
50.8
50.5
50.2
50.1
50.9
50.6
50.8
50.5
50.1
49.9
49.9
49.8
49.1
49.3
49.0
48.5
48.3
47.8
48.2
49.0
49.0
48.5
45.9
34.2
28.5
24.3
19.9
51.0
51.1
50.9
50.4
50.9
50.4
50.7
50.9
50.1
49.7
50.7
50.2
50.0
49.8
49.7
49.2
49.3
49.6
49.3
49.2
48.8
48.1
47.7
47.6
50.2
50.6
48.7
48.3
49.7
42.8
31.3
26.7
22.9
51.1
51.1
50.8
50.6
51.2
50.7
50.8
50.4
50.9
50.5
50.2
50.6
50.2
50.1
50.1
49.6
49.3
49.2
48.8
48.4
48.1
47.4
50.4
50.9
49.9
49.7
48.6
47.6
48.1
42.6
29.3
25.3
22.2
52.1
52.2
50.8
51.3
51.7
51.9
51.5
50.4
51.8
50.7
50.2
51.0
50.6
50.0
49.8
49.3
48.9
48.4
48.0
47.8
47.8
51.1
51.3
51.7
49.5
48.8
50.6
48.6
47.0
38.6
27.6
24.3
21.5
50.5
50.3
50.3
50.0
49.9
49.5
49.1
48.5
48.0
47.8
47.5
47.3
47.6
48.5
49.3
49.1
49.1
47.5
48.9
47.9
46.7
37.5
26.5
23.5
20.1
49.8
49.7
49.8
49.6
49.3
48.7
48.4
47.9
47.2
47.4
48.5
49.2
49.2
48.3
46.6
49.9
47.9
50.0
48.7
47.4
44.2
36.1
25.6
22.9
48.7
49.1
48.9
48.7
48.4
48.0
47.5
47.3
47.2
52.7
52.1
50.4
49.1
48.0
49.3
48.9
51.8
48.3
47.9
46.3
42.3
32.7
24.8
22.3
49.0
48.9
48.7
48.5
48.4
48.3
48.3
48.5
48.0
48.1
48.4
48.4
48.1
47.9
48.0
47.7
47.1
51.9
52.5
49.6
50.7
48.3
49.3
52.6
49.9
49.3
48.3
48.2
49.3
42.0
27.1
23.9
21.0
48.6
48.6
48.3
48.1
47.9
48.0
47.9
47.8
47.4
47.5
48.5
48.5
48.4
48.0
50.0
50.4
50.5
48.5
49.5
49.1
49.6
50.1
50.0
49.1
49.7
48.8
48.0
48.2
46.2
43.0
26.3
23.8
19.9
48.6
48.3
48.2
48.0
48.1
48.0
47.9
47.8
50.1
47.6
47.9
48.2
48.1
47.5
51.1
50.5
50.1
51.6
50.5
50.4
50.4
49.2
48.8
47.9
48.7
47.3
47.6
48.6
48.0
39.3
26.4
23.9
20.1
47.8
47.7
47.5
47.7
47.5
47.6
47.8
48.5
49.6
47.8
47.8
47.8
51.0
50.7
50.3
49.9
49.1
50.1
50.1
50.4
48.0
47.8
48.6
49.2
47.6
47.7
48.0
48.1
40.5
26.3
23.8
21.0
47.8
47.5
47.4
47.5
47.4
47.3
47.1
48.5
50.4
47.4
47.2
48.0
50.4
51.0
50.0
49.6
50.5
50.3
50.2
50.6
48.1
48.8
48.3
50.3
48.2
47.4
48.1
47.7
39.4
25.9
23.5
19.8
48.0
47.7
47.5
47.5
47.3
47.2
47.0
47.6
50.8
49.0
49.8
51.0
51.1
50.7
50.0
48.5
49.7
49.6
48.8
48.7
49.9
48.0
47.9
47.7
46.8
46.9
46.6
45.8
38.7
25.6
23.1
19.9
48.3
47.9
47.6
47.6
47.4
47.1
47.2
47.0
50.9
50.9
50.1
50.6
50.8
49.9
49.1
47.5
49.2
48.8
48.6
48.9
50.9
50.7
48.3
48.5
47.1
46.9
46.8
45.9
38.0
25.7
22.8
19.2
48.4
48.1
47.9
47.9
47.6
47.3
47.4
48.3
49.7
51.3
51.4
51.8
51.2
49.8
48.9
47.9
48.8
48.8
48.8
48.7
47.5
49.9
48.0
48.2
47.1
47.2
47.4
48.1
41.6
26.0
23.1
18.9
48.6
48.4
48.2
48.1
47.8
47.6
47.4
47.9
50.8
50.8
50.1
50.2
48.0
50.4
49.0
48.4
48.9
48.2
49.0
49.2
51.7
49.4
48.1
47.5
47.1
47.4
47.7
48.2
43.2
26.0
23.0
19.0
48.9
48.7
48.5
48.3
48.1
48.0
47.6
48.1
50.6
50.4
51.1
49.9
49.9
50.3
48.7
48.3
49.4
49.4
49.3
49.8
50.8
49.9
48.1
47.3
48.4
47.8
47.8
47.6
39.0
26.5
23.4
49.1
49.0
48.7
48.4
48.3
48.2
47.9
47.5
50.9
49.8
50.3
49.8
50.9
50.4
50.0
48.5
48.9
51.4
48.9
48.7
52.6
50.5
48.3
48.5
48.0
47.5
47.1
46.5
38.0
27.2
24.0
19.5
48.9
49.2
49.0
49.0
48.8
48.5
48.3
48.0
47.5
50.3
49.4
50.0
50.1
50.3
50.8
48.3
48.0
49.3
48.8
47.8
49.2
50.7
50.9
50.4
46.9
47.7
47.4
47.6
47.1
42.8
27.6
24.6
20.3
48.5
48.9
49.0
49.3
48.9
48.7
48.5
48.1
47.7
47.3
51.1
51.2
50.6
51.2
51.3
49.7
49.6
50.4
47.5
48.1
48.1
50.9
50.9
47.8
48.8
48.6
47.4
47.3
46.6
38.9
27.9
24.9
20.8
48.4
49.0
49.3
49.5
49.2
48.9
48.7
48.3
47.9
47.5
50.7
51.3
50.9
51.7
51.2
48.9
49.3
50.2
48.6
48.5
48.9
49.6
49.8
49.3
48.0
47.0
46.6
46.4
45.6
40.1
28.2
25.4
21.5
48.2
49.2
49.7
49.9
49.6
49.3
49.0
48.6
48.1
47.8
51.4
51.2
51.3
51.5
50.9
48.9
48.9
49.0
49.3
48.9
49.4
47.9
48.1
48.8
48.8
47.8
46.6
46.7
46.6
38.8
28.6
25.3
21.4
48.3
49.0
49.6
50.1
50.1
49.9
49.5
48.9
48.3
48.0
47.5
51.9
50.0
50.3
51.6
49.7
49.1
50.2
48.1
48.1
49.0
50.5
50.6
49.9
48.4
47.3
46.7
46.7
47.4
37.2
29.2
25.5
21.6
48.1
48.7
49.9
50.5
50.2
50.2
50.0
49.3
48.7
48.4
47.9
50.9
51.6
50.9
50.3
49.4
48.8
50.0
48.8
48.7
48.3
47.2
47.5
48.1
48.2
46.8
46.4
46.9
47.3
37.9
29.6
25.6
21.9
48.2
48.5
49.5
50.0
50.4
50.4
50.1
49.6
49.0
48.6
48.1
48.1
51.6
51.6
49.5
48.8
51.2
50.4
48.7
49.3
49.3
48.8
47.9
49.6
49.5
49.0
49.2
49.5
50.2
35.0
30.1
26.0
22.3
48.4
48.8
49.4
49.8
50.4
50.4
50.3
49.9
49.3
48.9
48.4
47.9
51.5
50.0
51.1
49.8
48.7
49.1
49.0
48.5
49.7
47.7
48.2
49.9
50.2
48.3
47.6
47.7
47.4
39.8
30.4
26.2
22.2
48.0
48.8
49.5
49.9
50.0
50.3
50.3
50.0
49.5
49.1
48.7
48.3
48.5
51.4
50.3
50.3
48.9
50.1
49.3
49.3
49.3
48.0
48.9
49.4
50.7
49.6
47.5
47.9
48.3
35.5
31.1
26.6
22.6
49.6
49.1
48.8
48.5
47.8
49.6
50.2
50.5
49.0
49.0
49.1
48.5
49.5
49.3
50.3
47.6
48.5
49.9
47.7
47.9
48.1
35.8
31.4
27.2
24.6
49.6
49.4
49.2
48.6
48.1
47.4
52.0
50.0
49.4
49.6
48.9
48.3
48.1
51.4
51.3
48.5
48.1
48.6
47.7
48.8
48.8
36.0
31.7
27.8
23.6
49.5
49.3
49.2
49.0
48.4
47.9
50.9
50.2
51.4
49.5
50.3
50.7
50.6
47.8
51.3
48.9
48.6
48.9
48.0
48.9
49.1
36.4
32.4
27.8
24.4
48.0
48.1
49.0
49.6
49.8
50.0
49.9
49.7
49.3
49.3
49.4
49.2
48.6
48.2
47.5
50.1
52.0
50.1
51.4
51.0
49.0
49.0
48.4
49.1
47.3
48.5
48.1
49.3
49.5
37.0
33.3
29.2
22.6
48.1
48.5
49.1
49.7
50.0
50.0
49.9
49.7
49.5
49.4
49.5
49.3
49.0
48.5
47.9
47.6
51.8
52.1
51.9
52.7
51.6
48.8
48.0
48.5
50.0
49.1
49.2
49.1
49.5
37.9
33.6
29.5
23.7
48.5
48.5
48.9
49.9
50.1
50.1
49.9
49.7
49.5
49.5
49.5
49.4
49.1
48.9
48.5
48.1
51.3
49.5
50.5
49.8
50.1
49.5
48.0
48.5
47.9
48.4
49.4
49.9
50.1
39.7
34.8
30.2
23.5
48.6
48.9
49.5
50.0
50.2
50.3
50.1
49.9
49.6
49.6
49.6
49.6
49.5
49.1
48.7
48.3
47.7
47.3
51.4
50.6
48.9
51.8
49.3
51.7
47.8
47.6
48.0
49.9
49.1
40.6
35.7
31.2
25.0
48.5
49.0
49.4
50.1
50.2
50.3
50.1
50.0
49.8
49.8
49.8
49.7
49.5
49.3
49.1
48.7
48.4
47.8
47.6
51.5
51.9
51.8
51.2
50.4
47.4
47.6
47.4
49.9
50.5
39.9
36.4
32.2
24.9
48.5
48.9
49.3
49.9
50.4
50.5
50.0
49.6
49.6
49.7
49.8
49.8
49.7
49.5
49.4
49.0
48.5
48.4
48.4
47.7
50.9
50.5
50.5
50.1
49.1
49.0
49.5
47.8
50.2
39.9
36.5
31.6
25.9
48.5
48.9
49.5
50.1
50.5
50.5
50.3
50.0
49.7
49.9
50.0
50.0
49.8
49.8
49.7
49.4
48.9
48.8
48.5
48.2
47.4
51.7
51.2
51.6
49.4
50.4
48.8
48.7
48.5
40.6
37.4
31.0
25.7
48.2
48.9
49.4
50.0
50.4
50.6
50.6
50.1
49.9
50.1
50.2
50.2
50.2
50.0
50.0
49.5
49.2
49.0
48.9
48.5
47.9
48.3
51.1
49.4
49.1
49.0
50.5
49.8
48.9
41.4
38.1
31.7
48.3
48.9
49.5
50.0
50.5
50.7
50.8
50.6
50.4
50.4
50.5
50.5
50.6
50.6
51.0
52.5
49.5
49.6
49.0
48.7
48.1
47.6
51.8
50.3
50.3
51.5
49.7
49.7
49.0
42.0
37.5
32.9
28.2
48.4
49.0
49.7
50.3
50.7
50.8
50.8
50.8
50.7
50.9
50.8
50.7
50.7
51.1
52.1
51.7
50.0
49.1
48.8
48.3
47.9
50.4
51.3
51.2
51.5
48.9
48.6
48.6
42.4
38.0
33.1
28.9
48.0
48.5
49.1
50.1
50.6
50.8
50.9
51.0
51.0
51.2
51.1
51.0
51.1
51.2
51.8
51.2
50.3
49.4
48.9
48.3
47.7
47.5
51.2
51.2
48.9
49.3
48.5
48.5
42.6
38.9
34.1
29.8
47.7
48.1
48.7
49.7
50.3
50.7
50.8
51.1
51.4
51.6
51.6
51.6
51.6
51.9
52.1
51.5
50.6
49.8
49.0
48.5
48.0
47.7
47.5
51.6
50.4
49.0
48.5
47.6
43.2
39.2
34.6
31.5
48.1
48.4
48.7
49.4
50.2
50.7
51.0
51.1
51.2
51.4
51.6
51.6
51.8
52.0
51.8
51.4
50.7
50.0
49.3
48.8
48.2
47.6
47.1
50.8
50.8
50.0
48.9
49.3
43.3
39.0
34.7
32.1
47.6
47.9
48.5
49.2
49.9
50.6
50.9
51.0
50.5
50.6
51.1
51.9
52.2
52.2
52.0
51.6
50.8
50.3
49.5
49.0
48.4
48.0
47.5
47.2
47.2
49.1
49.6
49.1
43.8
38.8
32.3
31.4
48.1
48.3
49.0
49.7
50.4
50.9
51.6
51.9
52.1
52.2
52.2
52.5
52.4
51.9
51.4
50.9
50.5
50.0
49.5
48.9
48.5
48.2
47.9
47.5
47.1
51.4
50.1
44.2
37.5
31.8
28.8
47.6
48.2
48.9
49.5
50.3
51.0
51.4
51.6
51.8
51.9
52.2
52.4
52.4
51.8
51.7
51.0
50.8
50.5
50.1
49.6
49.1
48.8
48.6
48.5
48.0
48.2
48.6
43.7
34.2
29.8
26.7
2328888.22, 364591.71XY=
2328731.12, 364598.39XY=
2328960.10, 366281.81XY=
2328803.00, 366288.49XY=
DATE OF CONTRACT CONDITION SURVEY: 29 MARCH 20175.
COORDINATES NAD 1983.
HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE 4.
REFER TO MEAN LOWER LOW WATER (MLLW).
SOUNDINGS ARE IN FEET AND TENTHS AND3.
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK 2.
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING1.
NOTES:
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-03
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
C
H A
R L E S T
P
R B
G
S A
G
S H
O A L
D
A N
IE
L
IS
L A
A C
H
W
H P B
G
M J C
SHEET 3 OF 11
C H
A R
L E S T
U N
T Y S
O U
R O
L
IN
A S
C O
G L A S S P .E
CONTRACT
47'
47'
COOPER RIVER
A
N
IE
L
IS
L A
A C
H
CLOUTER CREEK REACH
P
IR
A
R E
E T
P L E
D G
E
S
T R
E E
T
O S P R E
Y
S T R E E T
R E G
IS
T E R
S T R E E T
P A R T R
ID
G E
A V E N
U E
J U
N E
E N
U E
K
IT
E
A V E N
U E
M A G P
IE
A V E N
U E
200 200 4000
SCALE IN FEET
N
1400+00
1410+00
P.I.
+40
+0
+0
P .I
T I
O N
A L
S I
D E
S
L O P
E S
R E
Q U I
R
P
T H
P
L U S
L
L O
W A
B
E R
D E P
T H
S T
A
E 2326000 E 2327000 E 2328000 E 2329000 E 2330000 E 2331000 E 2332000E 2325000
E 2326000 E 2327000 E 2328000 E 2329000 E 2330000 E 2331000 E 2332000E 2325000
2328367.30, 369935.99XY=
2328691.63, 370154.44XY=
2327686.08, 371647.38XY=
2327391.43, 371448.93XY=
+0
D A
N I
E L
I S
L A
N D
S H
O A
L
R"48A"
G"49"
R"50"
.1
5. DATE OF CONTRACT CONDITION SURVEY: 6 FEBRUARY 2017.
4. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
3. SOUNDINGS ARE IN FEET AND TENTHS AND
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-04
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
IN
G
F Y
C
H A
R L E S T
P
R B
O R
G
S A
G
S H
O A L
D
A N
IE
L
IS
L A
N D
W
H P B
G
M J C
SHEET 4 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
R
A R
L E
S T
A C
H
SIXTH STREET
T U
R N
B U
E N
U E
C O
O P
E R
N A
A C
H
N O
R
B S
E N
U E
R O
R E
E T
2ND
STREET
A V
E N
3RD
STREET
MCMIL
LAN
AVENUE
1ST
STREET
N
200 200 4000
SCALE IN FEET
0+00
0+00
P.I . 15
+6
P.I . 15
+0
+0
P .I
+0
+0
+0
P.
I.
+7
4+0
8+00
T I
O N
A L
S I
D E
S
L O P
E S
R E
Q U I
R
P
T H
P
L U S
L O
W A
B
E R
D E P
T H
S T
A
2319269.20, 376657.55XY=
2319545.98, 376875.41XY=
2318319.33, 379042.57XY=
2318043.23, 378947.26XY=
SOUTH CELL
412 AC
R"52A"
R"54"
E 2317821
N 378290
NCWP DOCK
TIDE GAUGE
1.5
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.6
.4 .9 .1
.2 1.6
.1
.1
.1
.1
.1
.1
.0
.1
.1
.1
.1
.1
.1
.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
27.1 29.4
24.2
33.1
48.9
48.9
49.2
49.0
49.1
49.1
49.0
49.1
48.9
49.2
49.2
49.0
49.5
47.0
36.8
42.6
49.6
49.0
49.3
49.5
49.7
49.9
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
5. DATE OF CONTRACT CONDITION SURVEY: 21 FEBRUARY 2017
4. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
3. SOUNDINGS ARE IN FEET AND TENTHS AND
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
2318331.85, 378309.92XY=
2319261.80, 376666.94XY=
2318027.26, 378137.52XY=
2318957.21, 376494.53XY=
2318075.50, 378853.79XY=
N A
A C
H
R I
G H
T
S H
O A
L
N A
A C
H
L E F
T
S H
O A
L
T I
O N
A L
S I
D E
S
L O P
E S
R E
Q U I
R
P
T H
P
L U S
L O
W A
B
E R
D E P
T H
S T
A
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-05
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
C
H A
R L E S T
P
R B
G
S A
G
S H
O A L
N
A
A C
H
(L
E F T
S H
O A L
N
A
A C
H
(R
IG
H T
W
H P B
G
M J C
SHEET 5 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
T T
A S S P .E
O P
I
V E
R
P O
R T
T E
R M I
N
A C
H
F I
L B
E
K
A C
H
FILBIN CREEK
I-526
I-526
N
200 200 4000
SCALE IN FEET
C O
O P
V E
R
2318291.95, 389023.17XY=
1640+00
1650+00
P.I. 1664+72
2318493.53, 388796.65XY=
2318832.58, 389201.22XY=
2318602.64, 389393.91XY=
2318089.72, 388204.02XY=
2318332.43, 388144.10XY=
E 2317000 E 2318000 E 2319000 E 2320000 E 2321000 E 2322000 E 2323000E 2316000
1660+00
T I
O N
O P
E S
R E
Q U I
R
P T
H
U S
L O
W A
B
E R
D E
P T
H
S T
A
1658+00
G"57"
R"58"
445 AC
CELL
HIGHWAY
.6
.5
1.
.8
.0
.3 .4
.5
.3 1.
.5
.5
A C
H
P O
R M I
N
O A
L
5. DATE OF CONTRACT CONDITION SURVEY: 21 FEBRUARY 2017.
COORDINATES NAD 1983.
4. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
3. SOUNDINGS ARE IN FEET AND TENTHS AND
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-06
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
IN
G
F Y
C
H A
R L E S T
P
R B
O R
G
S A
G
S H
O A L
P
O R
T
T E
R M
IN
A L
R
E A
W
H P B
G
M J C
SHEET 6 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
O P
V E
R
COOPER RI
VER
P O
R T
T E
R M I
N
A C
H
C L
O U
T
E E
K
200 200 4000
SCALE IN FEET
E 2320000 E 2321000 E 2322000 E 2323000 E 2324000 E 2325000 E 2326000E 2319000
E 2320000 E 2321000 E 2322000 E 2323000 E 2324000 E 2325000 E 2326000E 2319000
2322118.65, 393109.02XY=
2323037.73, 392052.95XY=
2322008.34, 391157.08XY=2320902.36, 391203.98XY=
2322315.59, 392882.72XY=
P .I. 17
1+
2320846.44, 391604.30XY=
2320329.35, 390987.30XY=
2320099.42, 391179.99XY=
2321672.46, 392323.08XY=
2321919.22, 392039.52XY=
S
T E
T I
O N
A L
S I
D E
S L
O P E
2322578.19, 392580.98XY=
P O
E
R"60"
R"62"
R"64"
SEE SHEET C-08
TC DOCK DREDGE PRISM
NORTH CELL
190 AC
V E R T I C
A L
S I
D E
S L
O
O
D N
A N C E
R E
A C
H
T
U R
N I
N G
B
A S I
N
T I
O N
A L
S I
D E
S L
O P E S
R E
Q U I R
P T
H
P L
U S
L
O W
A B
E R
D E P T
H
S T
A
T
O
O R
D N
A N C E
R E
A C
H
S H
O A L
O R
D N
A N C E
R E
A C
H
T
U R
N I
N G
B
A S I
N
S H
O A L
2320631.60, 391815.03XY=
.1
.6
.0
.949 .2
.3
MATERIAL IS ALLOWED BEYOND STATION 1720+83.
6. AS SHOWN ON THE DRAWING, DREDGING OF OPTIONAL 4:1 SIDE SLOPE
DATE OF SHOAL 8 CONTRACT CONDITION SURVEY: 20 DECEMBER 2016
5. DATE OF SHOAL 7 CONTRACT CONDITION SURVEY: 6 JANUARY 2017
COORDINATES NAD 1983.
4. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
3. SOUNDINGS ARE IN FEET AND TENTHS AND
SELECTION.
HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S
STATION LINES FROM 30' X 30' CELLS USING AVERAGE DEPTH
2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL FRAMEWORK
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-07
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
C
H A
R L E S T
P
R B
G
S A
G
S H
O A L
O
R D
N A
N
A
R N
S
IN
S H
O A L
O
R D
N A
N
A C
H
W
H P B
G
M J C
SHEET 7 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
CONTRACT
V E R T I C
A L
S I
D E
S L
O
O
J
O I
N I
E
D G E
P R I S
M
T I
O N
A L
S I
D E
S L
O P E S
R E
Q U I R
P T
H
P L
U S
L
O W
A B
E R
D E P T
H
S T
A
T
O
49'
49'
49'
E 2321000 E 2322000 E 2323000
E 2323500E 2322500E 2321500E 2320500
R"60"
N
O R
D N
A N C E
R E A C
H
O R
D N
A N C E
R E A C
H
T U R
N
IN
G
B
A S
IN
E 2321000 E 2322000 E 2323000
100 100 2000
SCALE IN FEET
P O
E
P .I. 16
2320841.67, 391997.83XY=
E 2323500E 2322500E 2321500E 2320500
P .I. 17
1+
2322118.65, 393109.02XY=
2322046.00, 393192.43XY=
S
T E
S I
D E
S L
O P E
T I
O N
A L
R"62"
2320770.65, 392083.65XY=
V E R T I C
A L
S I
D E
S L
O
A I
N
J
A C E
D N
A N C E
R E
A C
H
S
H O
A L
V E R T I C
A L
S I
D E
S L
O
A I
N S T
F S E T
F R
Q U I R
P T
H
P L
U S
L
O W
A B
E R
D E P T
H
S T
A
T
O
E 2320830.42
N 392188.34
TC DOCK
TIDE GAUGE
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
C
K
O P T I
O N
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-08
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
C
H A
R L E S T
R B
P
R B
G
S A
G
C K
(O
P T
IO
N
W
H P B
G
M J C
SHEET 8 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
CONTRACT
00 10 00 BIDDING SCHEDULE.
OF TC DOCK FROM STATION 1704+90 TO 1720+83. SEE SECTION
DEPLOYMENT AND DISTRIBUTION COMMAND (MSDDC) PORTION
FROM STATION 1703+90 TO 1704+90. MILITARY SURFACE
7. DEFENSE ENERGY SUPPORT CENTER (DESC) PORTION OF TC DOCK
10' OFFSET FROM FACE OF DOCK.
DREDGING OPERATION, A VERTICAL SLOPE WILL BE USED AT
6. IN ORDER TO NOT CAUSE DAMAGE TO DOCK STRUCTURE DUE TO
MATERIAL IS ALLOWED BEYOND STATION 1720+83.
5. AS SHOWN ON DRAWING, DREDGING OF OPTIONAL 4:1 SIDE SLOPE
4. DATE OF CONTRACT CONDITION SURVEY: 31 OCTOBER 2016
COORDINATES NAD 1983.
3. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
2. SOUNDINGS ARE IN FEET AND TENTHS AND
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
2325081.53, 371616.37XY=
2325326.30, 371523.00XY=
2326645.03, 371813.16XY=
2326099.45, 372049.86XY=
2325864.14, 372149.70XY=
2327169.69, 371552.82XY=
2326957.40, 371667.53XY=
2326320.82, 371227.13XY=
2326399.87, 371905.96XY=
2325702.78, 371432.50XY=
2325987.24, 371364.05XY=
SCALE IN FEET
2000 100100
N
+0
+8
R"50"
VESSELS WILL BE MOVED DURING DREDGING OPERATIONS.
6. MISSING SOUNDINGS NEXT TO PIER DUE TO BERTHED VESSELS.
10' OFFSET FROM FACE OF PIER.
DREDGING OPERATION, A VERTICAL SLOPE WILL BE USED AT
5. IN ORDER TO NOT CAUSE DAMAGE TO PIER STRUCTURE DUE TO
4. DATE OF CONDITION SURVEY: 30 MAY 2017
COORDINATES NAD 1983.
3. HORIZONTAL DATUM IS SOUTH CAROLINA STATE PLANE
REFER TO MEAN LOWER LOW WATER (MLLW).
2. SOUNDINGS ARE IN FEET AND TENTHS AND
OF ANY VOLUME USED FOR PAYMENT PURPOSES.
PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION
1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING
NOTES:
29'
30'
P
IR
A
R E
E T
P L E
D G
E
S
T R
E E
T
K
IT
E
A V E N
U E
E 2328000E 2327500E 2327000E 2326500E 2326000E 2325500
E 2328000E 2327500E 2327000E 2326500E 2326000E 2325500
D A
N
IE
L
IS
L A
N D
DYESS AVENUE
E 2325000
E 2325000E 2324500
E 2324500
7.
2326533.07, 371112.39XY=
8.
9.
9.
.1
.1
.1
.3
29'
29'
.1
MARAD PIER S (OPTION)
VERTICAL SIDE SLOPES AGAINST 10' OFFSET FROM DOCK
4:1 OPTIONAL SIDE SLOPES
REQUIRED DEPTH 29' PLUS 1' ALLOWABLE OVERDEPTH
VERTICAL SIDE SLOPES AGAINST 10' OFFSET FROM DOCK
4:1 OPTIONAL SIDE SLOPES
REQUIRED DEPTH 29' PLUS 1' ALLOWABLE OVERDEPTH
MARAD PIER T (OPTION)
MARAD PIER U (OPTION)
VERTICAL SIDE SLOPES AGAINST 10' OFFSET FROM DOCK
4:1 OPTIONAL SIDE SLOPES
REQUIRED DEPTH 29' PLUS 1' ALLOWABLE OVERDEPTH
CLOUTER CREEK REACH
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-09
W H
P .d g n
J J K
J J K
M A
IN
T E
N A
N
E D
G
C
H A
R L E S T
R B
P
R B
G
S A
G
M A
R
IE
R S
S T
U
(O
P T
IO
N
W
H P B
G
M J C
SHEET 9 OF 11
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A S
C O
G L A S S P .E
CONTRACT
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30'
30'
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.4
O U
T
E E
K
P
IN
E F
IE
IV
E
W.E.
4.5
N O
R
A R
L E
S T
A C
H
C O
O P
E R
HIGHWAY CELL
E 2325000E 2317000 E 2318000 E 2319000 E 2320000 E 2321000 E 2322000 E 2323000 E 2324000 E 2326000 E 2327000
E 2327000E 2326000E 2325000E 2324000E 2321000 E 2322000 E 2323000E 2318000E 2317000 E 2319000 E 2320000
P.I . 15
+6
0+00
0+00
0+00
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-10
W H
P .d g n
S A
G
R
W
H P B
B E
R K
E L E
Y
C
O U
N T
Y S
O U
R O
L
IN
A
CROSS DIKE B
P.I.
6+44
1600+00
1620+00
P.I. 1621+37
1630+00
1640+00
P.I. 1615+95
F
IL
A C
H
300 300 6000
SCALE IN FEET
N
I-526 BRIDGE
OVERHEAD POWERLINE
I-526 BRIDGE
I-526 BRIDGE
J R J
CROSS DIKE A
CROSS DIKE B
50+
55+
60+
65+00
70+00
75+00
80+00
85+00
90+00
295+00
300+00
305+00
310+00
315+00
320+00
325+00
0 2
SOUTH CELL
S E P T
S E P T
I-5
P E
R
IM
E T
E R D
IK
E
C R
O S
S D
IK
E
P E
R
IM
E T
E R D
IK
E
C R
O S
S D
IK
E
40" STEEL WATER MAIN
SHEET 10 OF 11
STA. 57+57
CENTERLINE
4 X 4 SPILLWAY
STA. 84+75
CENTERLINE
4 X 4 SPILLWAY
STA. 295+67
CENTERLINE
4 X 4 SPILLWAY
STA. 303+26
CENTERLINE
4 X 4 SPILLWAY
STA. 322+92
CENTERLINE
4 X 4 SPILLWAY
STA. 274+74
CENTERLINE
4 X 4 SPILLWAYSTA. 286+27
CENTERLINE
4 X 4 SPILLWAY
STA. 111+58
CENTERLINE
4 X 4 SPILLWAY
E X
IS
T
R V E
ID
D
L L
J J K
J J K
MIDDLE CELL
2319766.68, 380355.79XY=
2320207.31, 385018.42XY=
2324282.23, 384317.03XY=
P E
R
IM
E T E
R D
IK
E C
R O
S S D
IK
E
+9
5 = 0+
PERI
METE
R
DI
KE =
C
ROSS
D
IKE
2323228.34, 380764.63XY=
CONTRACT
M A
IN
T E
N A
N
E D
G
IN
G
F Y
C
H A
R L E S T
P
R B
O R
S C
O
G L A S S P .E
SHOAL 1
DISCHARGE POINT FOR
SHOAL 1
DISCHARGE POINT FOR
SYSTEM, NAD83 (NSRS2007).
THE SOUTH CAROLINA STATE PLANE COORDINATE
ALL HORIZONTAL COORDINATES ARE BASED ON2.
BECOMES AVAILABLE. DATA
CONTOURS WILL BE UPDATED WHEN NEW SURVEY
BE USED FOR GENERAL SITE CONDITIONS ONLY.
BASED ON MARCH 2017 LIDAR. THIS DRAWING IS TO
ALL ELEVATIONS ARE NAVD88 INTERNATIONAL FEET1.
NOTES:
410 AC
LEGEND
DIKE CENTERLINE
16 16
0 20
20 20
20 20
22 22
0 3
10000
N= 384076.60'
E=2325321.32'
"DANNY"
EL= 4.22'
E 2325000E 2319000 E 2320000 E 2321000 E 2322000 E 2323000 E 2324000 E 2326000 E 2327000 E 2328000
E 2325000E 2319000 E 2320000 E 2321000 E 2322000 E 2323000 E 2324000 E 2326000 E 2327000 E 2328000
N
CROSS DIKE B
CR
OS
S
D
IKE
C
300 300 6000
SCALE IN FEET
I-526 BRIDGE
I-526 BRIDGE
I-526 BRIDGE
OVERHEAD POWERLINE
C O
O P
E R
C L
O U
T
E E
K
(N.T.S.)
DISCHARGE PIPE
DIRT RAMP
TOP OF DIKE
TOP OF DIKE
PIPE CROSSING DETAILS
TO PROVIDE VEHICLE ACCESS AROUND TOP OF DIKE
AND ON ALL ROADS AT ALL TIMES
NOTE: DREDGE PIPELINE TO BE BURIED
DISCHARGE PIPE
IN TRENCH
DIKE MAINTENANCE AND REPAIR DETAIL
TOP OF DIKE
FILL OR SANDBAGS
REQ'D FREEBOARD
1 FT. MIN.
RESPONSIBLE FOR ANY RESULTANT LOSS OF FREEBOARD ATTRIBUTABLE TO HIS OPERATIONS REGARDLESS OF
WHETHER DUE TO RUTTING, DAMAGE OR RESTORATIVE OPERATIONS. RESTORATION SHALL INCLUDE GRASSING
3. ALL STOPLOGS SHALL BE 3" X 6" TONGUE AND GROOVE LUMBER (SEE SPEC.). CONTRACTOR SHALL CUT
STOPLOGS TO PROPER LENGTH TO FIT SPILLWAYS (APPROX. 4') TO PREVENT BINDING IN SPILLWAY
OF NOTICE TO PROCEED AND DEMOBILIZATION, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
5. TRACKED EQUIPMENT SHALL NOT BE USED ON THE TOP OF DIKE FOR TRANSPORTATION OF PERSONNEL DURING
THIS CONTRACT. ONLY RUBBER-TIRED VEHICLES SHALL BE USED FOR THIS PURPOSE. PROVIDE VEHICLE
6. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL DESIGNATE BORROW SOURCE FOR FILL MATERIAL FOR
PIPE CROSSINGS AND FOR ANY REQUIRED REPAIRS TO TOP OF DIKE.
CHANNELS AND TO PREVENT LEAKAGE.
OF TOP AND SIDE SLOPES OF DIKE.
2. ALL DIKES, RAMPS, ROADS, ETC. SHALL BE MAINTAINED IN ORIGINAL OR BETTER CONDITION THROUGHOUT
THE DURATION OF DREDGING AND SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT COMPLETION
OF PUMPING INTO THIS DISPOSAL AREA. TOPS OF DIKES, RAMPS, AND ROADS SHALL REMAIN GRADED
SMOOTH AND CROWNED OR SLOPED TO DRAIN. IF THE CONTRACTOR IS REQUIRED TO GRADE OR BLADE THE
TOPS OF THE DIKES, RAMPS, ROADS, ETC. IN ACCORDANCE WITH THE ABOVE REQUIREMENTS, HE SHALL BE
NOTES:
1660+00
1655+00
HIGHWAY CELL
MIDDLE CELL
NORTH CELL
INTERIOR PIPE RAMP
INTERIOR PIPE RAMP
1. ALL DIKES AND SPILLWAYS SHOWN ON DRAWING ARE EXISTING AND SHALL BE INSPECTED BY THE CONTRACTOR
PRIOR TO THE START OF DREDING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY
DEFICIENCIES FOUND.
409 AC
445 AC
190 AC
R"58"
OR RAMPED OVER IN ACCORDANCE WITH THIS DETAIL
THE DIKE OR ROADS.
CROSSINGS OVER DREDGE PIPE IN ACCORDANCE WITH THE PIPE CROSSING DETAILS WHEREVER PIPE CROSSES
40" STEEL WATER MAIN
(N.T.S.)
OCCURING AT THE TIME THE LiDAR WAS FLOWN.
7. PLACEMENT AREA CONTOURS ARE DERIVED FROM LiDAR DATA FLOWN IN FEBRUARY 2017. DIKE RAISING WAS
4. THE CONTRACTOR SHALL REMOVE FROM THE PLACEMENT AREA ALL DREDGE PIPE, PONTOONS, DUMP SHEDS, FUEL DRUMS, MISC. STEEL, ETC. LEFT ON THE PLACEMENT AREA AND ADJACENT MARSHES BETWEEN THE TIME
NUMBER
REFERENCE
SHEET
C H
A R
L E S T
O N S
O U
R O
L
IN
A
C O
R
E
N G
IN
E E
R S
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
D a te
R e v
D ra w n b y
C k d b y
D e s ig n fi le n o
R e v ie w e d b y
S u b m it te d b y
D ra w d e
D w g s c a le
P lo t d a te
F ile n a m e
M A
R K
D E S
C R
IP
T
IO
N A P P
R V
D A T E
D E S
C R
IP
T
IO
N M
A R
K A P P
R V
D A T E of Engineers US Army Corps
Charleston District
D e s ig n e d b y
C-11
J J K
J J K
G
S A
G
W
H P B
M J C
S C
O
G L A S S P .E
CONTRACT
SHEET 11 OF 11
M A
IN
T E
N A
N
E D
G
IN
G
F Y
C
H A
R L E S T
P
R B
O R
H
IG
H W
A Y
C
E L L
C L O
U T
E
P O
S A L
A
R E
A
B E
R K
E L
A R
L E S T
U N
T
IE
S S
O U
R O
L
IN
A
W H
P .d g n
G
TC DOCK
MARAD PIERS S, T, U
SHOALS 2, 3, 4, 5, 6, 7, 8
DISCHARGE POINT FOR
TC DOCK
MARAD PIERS S, T, U
SHOALS 2, 3, 4, 5, 6, 7, 8
ALTERNANTE DISCHARGE POINT FOR
0+
105+00
115+00
0+00
125+00
130+00
135+00
145+00
+0
5+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+00
265+00
270+00
275+00
STA. 286+27
1+
P
IP
E R
A M P
3+
0+
+0
+0
P
IP
M P
INV. OUT = 3.0'
INV. IN = 7.0'
TOP RISER = 22.4'
220' - 30" HDPE
SPILLWAY STA. 127+58
INV. OUT = 2.0'
INV. IN = 5.0'
TOP RISER = 20.4'
220' - 30" HDPE
SPILLWAY STA. 249+04
SPILLWAY STA. 217+92
4' X 4' SPILLWAY
SPILLWAY STA. 227+28
4' X 8' SPILLWAY
SPILLWAY STA. 233+28
4' X 4' SPILLWAY
INV. OUT = 1.6'
INV. IN = 5.0'
TOP RISER = 20.1'
220' - 30" HDPE
SPILLWAY STA. 274+74
INV. OUT = 2.0'
INV. IN = 5.0'
TOP RISER = 20.3'
220' - 30" HDPE
SPILLWAY STA. 286+27
INV. OUT = 1.5'
INV. IN = 7.0'
TOP RISER = 22.3'
220' - 30" HDPE
SPILLWAY STA. 111+58
| 001-FY18 Upper Harbor |
| 002-FY18 Upper Harbor |
| 003-FY18 Upper Harbor |
| 004-FY18 Upper Harbor |
| 005-FY18 Upper Harbor |
| 006-FY18 Upper Harbor |
| 007-FY18 Upper Harbor |
| 008-FY18 Upper Harbor |
| 009-FY18 Upper Harbor |
| 010-FY18 Upper Harbor |
| 011-FY18 Upper Harbor |
| 2017-10-18T13:56:57-0400 | |
| JOHNSON.JEREMY.R.1385596142 |
| 2017-10-18T14:07:49-0400 | |
| GLASS.SCOTT.A.1228504412 |
File details come from the government source that posted it. Updated .