Drawing - 9612W-HP0006_REVa.pdf
PDF 497 KB Posted
- Attached to
- Post 45 Lower Harbor Dredging Contract 4 Federal contract opportunity
- Solicitation number
- W912HP20B0003
About this file
This document provides details for a proposed federal dredging contract opportunity with the U.S. Army Corps of Engineers Charleston District. The solicitation will require maintenance and new work dredging of approximately 6,076,000 cubic yards of unclassified material from the Charleston Lower Harbor Channel and Cooper River. Dredged materials must be placed upland in the Clouter Creek Placement Area Middle Cell and Daniel Island Placement Area Wando Cell, and/or the Ocean Dredged Materials Disposal Area. The work scope also includes complying with the Endangered Species Act and Marine Mammals Protection Act. Due to environmental considerations, hopper dredges may not be utilized. The magnitude of work is estimated between $25 million to $100 million. Geotechnical data and survey information is provided for early review. The formal solicitation is expected to be released on or around May 18, 2020, at which point full proposal instructions, plans, specifications and evaluation criteria will be provided. Offerors are responsible for monitoring this website for solicitation updates.
View the file
Other files for this federal contract opportunity
Show all 24
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C L
O U
T E
R
E E
K
W.E.
4.5
N O
R T
H
A R
L E
S T
O N
A C
H
C O
O P
IV
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
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
B
IN
A C
H
300 300 6000
SCALE IN FEET
N
I-526 BRIDGE
OVERHEAD POWERLINE
I-526 BRIDGE
I-526 BRIDGE
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
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
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
MIDDLE CELL
CENTERLINE STA. 48+13
DREDGE PIPE RAMP
CENTERLINE STA. 95+61
DREDGE PIPE RAMP
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=
C-06
C H
A R
L E S T
D
IS
T R
IC
T
C H
A R
L E S T
O N S
C
1"
0'
S A
G
SHEET OF
U
A T
H E
R M
R M
IN
A L
C H
A R
L E S T
U N
T Y S
O U
R O
L
IN
A
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
M
A R
S
O
G L A S S P .E
J J K
A R
J J K
M
R
P O
S T
C
H A
R L E S T
W
R B
O R
M A
IN
T E
N A
N
W
W
K
E D
G
IN
O
U T
E E
K
P L A
C E
M E
E
M
ID
D
IF
B
W
H P B
M J C
G
W -H
P
.D
G
N410 AC
(NSRS2007).
8. ALL HORIZONTAL COORDINATES ARE BASED ON THE SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83
CONDITIONS ONLY. DATE OF CONDITION SURVEY: 27-30 APRIL 2019
7. ALL ELEVATIONS ARE NAVD88 INTERNATIONAL FEET. THIS DRAWING IS TO BE USED FOR GENERAL SITE
CROSSINGS AND FOR ANY REQUIRED REPAIRS TO TOP OF DIKE.
6. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL DESIGNATE BORROW SOURCE FOR FILL MATERIAL FOR PIPE
DIKE OR ROADS.
CROSSINGS OVER DREDGE PIPE IN ACCORDANCE WITH THE PIPE CROSSING DETAILS WHEREVER PIPE CROSSES THE
THIS CONTRACT. ONLY RUBBER-TIRED VEHICLES SHALL BE USED FOR THIS PURPOSE. PROVIDE VEHICLE
5. TRACKED EQUIPMENT SHALL NOT BE USED ON THE TOP OF DIKE FOR TRANSPORTATION OF PERSONNEL DURING
NOTICE TO PROCEED AND DEMOBILIZATION, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
DRUMS, MISC. STEEL, ETC. LEFT ON THE PLACEMENT AREA AND ADJACENT MARSHES BETWEEN THE TIME OF
4. THE CONTRACTOR SHALL REMOVE FROM THE PLACEMENT AREA THEIR DREDGE PIPE, PONTOONS, DUMP SHEDS, FUEL
PREVENT LEAKAGE.
TO PROPER LENGTH TO FIT SPILLWAYS (APPROX. 4') TO PREVENT BINDING IN SPILLWAY CHANNELS AND TO
3. ALL STOPLOGS SHALL BE 3" X 6" TONGUE AND GROOVE LUMBER (SEE SPEC.). CONTRACTOR SHALL CUT STOPLOGS
SLOPES OF DIKE.
RUTTING, DAMAGE OR RESTORATIVE OPERATIONS. RESTORATION SHALL INCLUDE GRASSING OF TOP AND SIDE
ANY RESULTANT LOSS OF FREEBOARD ATTRIBUTABLE TO HIS OPERATIONS REGARDLESS OF WHETHER DUE TO
DIKES, RAMPS, ROADS, ETC. IN ACCORDANCE WITH THE ABOVE REQUIREMENTS, HE SHALL BE RESPONSIBLE FOR
IS REQUIRED TO GRADE OR BLADE THE TOPS OF THE CROWNED OR SLOPED TO DRAIN. IF THE CONTRACTOR
PUMPING INTO THIS DISPOSAL AREA. TOPS OF DIKES, RAMPS, AND ROADS SHALL REMAIN GRADED SMOOTH AND
DURATION OF DREDGING AND SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT COMPLETION OF
2. ALL DIKES, RAMPS, ROADS, ETC. SHALL BE MAINTAINED IN ORIGINAL OR BETTER CONDITION THROUGHOUT THE
DEFICIENCIES FOUND.
PRIOR TO THE START OF DREDING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF
1. ALL DIKES AND SPILLWAYS SHOWN ON DRAWING ARE EXISTING AND SHALL BE INSPECTED BY THE CONTRACTOR
NOTES:
CONTRACT_REVa a S
A
U
G
U P
D A T
T E S a
NUMBER
REFERENCE
SHEET
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
(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.
OR RAMPED OVER IN ACCORDANCE WITH THIS DETAIL
(N.T.S.)
LEGEND
DIKE CENTERLINE
File details come from the government source that posted it. Updated .