W912P824B0052-Advertised_Plans.pdf
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- Solicitation number
- W912P824B0052
About this file
This document is a solicitation for a federal contract opportunity from the U.S. Army Corps of Engineers New Orleans District. The contract involves maintenance dredging of the Baptiste Collette Bar Channel #24-1 in the vicinity of Venice, Louisiana in Plaquemines Parish. The work consists of removing and disposing of material excavated from the channel within the specified limits. The estimated value of the contract is between $10,000,000 and $25,000,000. The solicitation will be issued on or about June 28, 2024 with a bid opening scheduled for August 13, 2024. This is an unrestricted procurement under NAICS code 237990. The solicitation documents will be posted on the System for Award Management (SAM) website, and potential contractors must be registered in SAM to submit an offer. The contract specialist is Evan Woitha and the contracting officer is Karen Hargrave.
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New Orleans District of Engineers US Army Corps
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.d g n
C O
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G-01
MISSISSIPPI RIVER OUTLETS
VICINITY OF VENICE, LOUISIANA
BAR CHANNEL #24-1
MAINTENANCE DREDGING
PLAQUEMINES PARISH, LOUISIANA
SOLICITATION NO. W912P824B0052
CIVIL BRANCH
DATION OF ALL DRAWINGS IN THIS SET.
TURES INDICATE OFFICIAL RECOMMEN-
REQUIRED BY ER 1110-1-8152. SIGNA-
THE SCOPE OF THEIR EMPLOYMENT AS
THESE PROJECT DOCUMENTS WITHIN
TIONS OF INDIVIDUALS APPEAR ON
TURES AND REGISTRATION DESIGNA-
ENGINEERS. THE INITIALS OR SIGNA-
NEW ORLEANS DISTRICT CORPS OF
THIS PROJECT WAS DESIGNED BY THE
APPROVED BY:
DISTRICT COMMANDER CHIEF ENGINEERING DIVISION
APPROVAL RECOMMENDED BY:
ETL CIVIL BRANCH
CHIEF
BAPTISTE COLLETTE
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PROJECT LOCATION
GAGE COORDINATES DESCRIPTION ELEVATION
GAGE INFORMATION
(2009.55) = 3.5' MLG
= 0.0' NAVD88
0.0' MLLW (02-06)
BLACK AND WHITE STAFF GAGE
NAILED TO NAVIGATION DAY
MARKER NO. 16 IN BAPTISTE
COLLETTE PASS.
M
IS
S
IS
S
IP
P I R
IV
E R
LOCATION
PROJECT
A T
C H
A F A
L A
Y A
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IV
E R
SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROE
O U
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H
IT
A
R
IV
E R
R
IV
E
R VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
V IC IN IT Y M A P
N E W
O R L E A N S
M
IS
S
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P A S S
PA
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BEL
GRAND
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BRETON SOUND
BURAS
BAY
YELLOW-COTTON
Y= 319,536.50 X=3,927,490.52
VENICE
B A P
T
IS
T
C
O L L E
T T E
PLAQUEMINES PARISH
SCALE
8000'4000'
01465 (GAGE ID)
G-02
O
LOCATION MAP
E D
V
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IN
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Y
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.D
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IN
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TABLE OF ABBREVIATIONS
EL
X-COORDINATE
Y-COORDINATE
X
Y
GENERAL LEGEND
C/L CENTERLINE
P/L PIPELINE
N NORTH
LA
ELEVATION
STA
DWG DRAWING
LOUISIANA
F.S. FORESHORE
V VERTICAL
MIN MINIMUM
FT FEET
STATION
DWG.
DRAWING INDEX
DESCRIPTION
COVER SHEET
NAVD88
VERTICAL CONTROL
WES WATER'S EDGE
NORTH AMERICAN VERTICAL DATUM OF 1988
CHANNEL CENTERLINE
BOTTOM EDGE OF CUT
OIL PIPELINES
GAS PIPELINES
GAGE
LOCATION MAP, VICINITY MAP, DRAWING INDEX, LEGEND AND
NAR NATURAL ANGLE OF REPOSE
DM NAVIGATION DAY MARKER
DAY MARKERS
G-02
G-01
C-02
C-03
C-04
C-05
C-06
TYPICAL SECTIONS - C/L STATIONS 330+00 TO C/L STA. 380+00
PROFILE
PLAN - C/L STA. 420+00 TO C/L STA. 600+00
C-08
C-07
TYPICAL CROSS SECTIONS - C/L STA. 510+00 TO C/L STA. 560+00
C-01 PLAN - C/L STA. 270+00 TO C/L STA. 420+00
TYPICAL SECTIONS - C/L STATIONS 275+00 TO C/L STA. 320+00
TYPICAL SECTIONS - C/L STATIONS 390+00 TO C/L STA. 440+00
TYPICAL SECTIONS - C/L STATION 450+00 TO C/L STA. 500+00
C-09
C -0
C -0
C-09 TYPICAL SECTIONS - C/L STATION 565+00
Y
,7
.2
X ,9
,8
.9
,8
.4
X ,9
,0
.2
P .C .6
C /L
P .T .6
C /L
X ,9
,0
.6
,1
.5
P .T .4
C /L
R = 6969.78
T = 1597.17 = 25°48'35.80"
L = 3140.13
D = 00° 49' 18.20"
CURVE 14
CURVE 15
R = 5867.52'
T = 627.36'
L = 1250.13'
D = 00° 58' 36"
= 12°12'36"
DM #6
Wreck
DM #7
DM #8
DM #10
DM #9
DM #11
DM #12
DM #14
DM #13
DM #15
DM #17
DM #18
DM #16
A P
P R
O X . C /L S
T A . 4
.0
A
P P
R O
X . M
IL
E .0
A P
P R
O X
C
/L S
T A
.5
M
IL
E 7A
P P
R O
X
C /L
S T
A
.9
M
IL
E
EAST JETTY
WEST JETTY
EAST JETTY
EAST JETTY
WEST JETTY
WEST JETTY
A P
P R
O X
C
/L S
T A
.0
M
IL
E
APPROX. EL. -37.0
APPROX. C/L STA. 300+57
2-6" AND 2-4" PIPELINES
LOBO OPERATING, INC
ELEVATION UNKNOWN
PARALLEL TO CHANNEL
1-2 3/8" GAS PIPELINE
(FORMALLY ANADARKO)
OCCIDENTAL PETROLEUM
D O N
O T B
L O
C K
4' BELOW MUDLINE
4" FLOWLINE
LOBO OPERATING, INC.
4' BELOW MUDLINE
3" GAS LIFT LINE
LOBO OPERATING, INC.
FLOYD #10 TO EAST FACILITY
3-4" PIPELINES
SARATOGA RESOURCES, INC.
HESS MP 52
VALVE PLATFORM TO
1-6" PIPELINE
SARATOGA RESOURCES, INC.
TO 1000 LEG PLATFORM
VALVE PLATFORM
1-4" & 1-6" PIPELINES
SARATOGA RESOURCES, INC.
EAST FACILITY TO HARVEST MP 47
1-6" PIPELINE
SARATOGA RESOURCES, INC
PIPLINE/FLOWLINE
SARATOGA RESORCES, INC.
EL. -37.0'
APPROX. C/L STA. 300+57
2-6" AND 2-4" PIPELINES
LOBO OPERATING, INC
WELL NO. 6 AND 12
SL. QQ195
SARATOGA RESOURCES, INC
EL. -24.0'
APPROX. C/L STA. 373+67
1-12" PIPELINE
THIRD COAST MIDSTREAM
EL. -24.0'
APPROX. C/L STA. 355+76
1-26" PIPELINE
THIRD COAST MIDSTREAM
EL. -22.0'
APPROX. C/L STA. 296+97
1-16" GAS PIPELINE
THIRD COAST MIDSTREAM
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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W O
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X X
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M A
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OIL WELL CHANNELS, SLIPS, ETC.
2. DO NOT BLOCK ANY EXISTING BANK OVERFLOW CHANNELS,
3. MAINTAIN A MINIMUM DISTANCE OF 50 FT. (WITH EQUIPMENT) FROM
ANY STRUCTURE OF UTILITY.
5. NO DREDGED MATERIAL SHALL BE PLACED WITHIN 300-FEET OF
M A
T C
H S
T A . 4
PLAQUEMINES PARISH, LA.
B R
E T
O N
S O
U N
D
AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT
CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS
INSIDE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH
NOTES:
GENERAL NOTES:
1. ALL AZIMUTHS ARE MEASURED CLOCKWISE FROM O
NORTH POINT. (GEODETIC)
PIPELINES WHEN WORKING IN DISPOSAL AREA.
3,924,000
3,927,000
3,930,000
3,933,000
3,924,000
3,930,000
89°19' 0"
89°18'30"
89°18' 0"
89°17'30"
89°17' 0"
89°19' 0"
89°18'30"
89°18' 0"
89°17'30"
0 600' 1200'
3,933,000
89°17' 0"
PREPARED FROM BUMP PHOTOS FROM 2017.
LO
O
KO
UT
PASS
P
IP
E
LI
N E
C A
N A L
D O N
O T B
L O
C K
GRAND BAY
Wreck
C /L S
T A . 3
C /L S
T A . 3
ISLAND
PAUL
ISLAND
LYNDA
ISLAND
KAREN
OF CUT
BOTTOM EDGES
A P
P R
O X . C /L S
T A . 4
.0
MAX EL. +5.5' M.L.G.
DISPOSAL AREA "G"
"G" AND "H"
TO DISPOSAL AREAS ISLANDS
DISPOSAL TO
B E
G
IN
D
R E
D G
IN
G C /L S
T A
MAX EL. +5.5' M.L.G.
DISPOSAL AREA "H"
Y= 319,840 X= 3,927,457
Y= 319,408 X= 3,924,733
ACCESS CORRIDOR
200-FOOT
DISPOSAL AREA COORDINATES
POINT X Y
A
3,925,116.36 318,804.19A B
3,923,591.61 327,055.12B
C
D
C 3,923,600.03 322,623.14
D 3,924,043.41 323,039.90
E
F
G
H
I
J
E 3,928,334.21 326,478.71
F 3,928,374.45 326,517.29
G 3,929,293.26 326,745.40
H 3,930,699.64 327,145.48
I 3,930,888.81 324,976.71
J 3,929,524.44 324,700.44
Y
,2
.7
X ,9
,8
.7
CHANNEL
TRANSITION
C-01
E D
C
-0 .D
G N
EAST JETTY
WEST JETTY
C /L
S T
A
/L
S T
A
P L
A
M
T C
H S
T A . 4
SOUNDBRETON
PLAQUEMINES PARISH, LA.
NOTES:
INSIDE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH
AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT
CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS
NOTES:
0 600' 1200'
C-02
C /L
S T
A
/L
S T
A
E D
C -0
.D
G N
PREPARED FROM BUMP PHOTOS FROM 2017.
1. THE INITIAL ELEVATION OF THE MATERIAL PLACED WITHIN DISPOSAL AREA "G" AND "H" SHALL NOT EXCEED +5.5' M.L.G.
Wreck
O
ISLAND
LYNDA
ISLAND
PLOVER
WILLET ISLAND
BOTTOM EDGES OF CUT
A P
P R
O X . C /L S
T A . 4
.0
ISLANDS
DISPOSAL TO
'3
,0
,0
' 0
3,921,000
'3
,0
' 0
'3
3,921,000
' 0
89°19' 0"
3,924,000
89°18'30"
3,927,000
89°18' 0"
3,930,000
89°17'30"
' 0
'3
,0
'3
" 3,933,000
' 0
,0
' 0
'3
,0
3,933,000
89°17'30"
3,930,000
89°18' 0"
3,927,000
3,924,000
89°19' 0"
AS EXISTING WETLANDS ARE NOT IMPACTED.
THE CONTRACTOR MAY ALSO ACCESS THESE SITES VIA OPEN WATERS OF BRETON SOUND AS LONG
SHALL BE VIA 200-FOOT ACCESS CORRIDOR LOCATED BETWEEN C/L STAS. 336+01 AND 338+01. IF DESIRED,
2. ACCESS TO THE DISPOSAL SITE "G" SHALL BE ACROSS EXISTING JETTIES. ACCESS TO THE DISPOSAL SITE "H"
THIS CONTRACT. 0.0 MLLW (02-06) = 0.0' NAVD88 (2009.55) = 3.53' MLG.
6. VERTICAL CONTROL: THE STAFF GAGE AT DM NO. 16 SHALL BE USED FOR ESTABLISHING VERTICAL CONTROL FOR
NESTING SEABIRDS.
5. AVAILABILITY OF Y'ATTY JANE AND GUNN ISLAND DISPOSAL AREA MAY BE RESTRICTED BY THE PRESENCE OF ACTIVE
IS TO ENHANCE THE SIZE OF THE ISLAND BUT KEEP THE FINAL ELEVATION AT +8.0 FEET M.L.G. AFTER CONSOLIDATION.
OF THE DREDGED MATERIAL PLACED WITHIN THIS AREA SHALL NOT EXCEED +10.0' FEET M.L.G. THE PURPOSE OF WHICH
AS SHOWN ON THE CONTRACT DRAWINGS. THERE IS NO PRIORITY ON WHICH ISLAND IS TO BE USED. THE ELEVATION
4. MATERIAL DREDGED BETWEEN C/L STAS. 420+00 AND 600+00 SHALL BE PLACED AT Y'ATTY JANE AND/OR GUNN ISLAND
NORTHWESTERLY DIRECTION
MATERIAL PLACED WITHIN DISPOSA AREA "H" SHALL BE PLACED ALONG ADJACENT MARSH AND DIRECTED IN A
DISPOSAL AREA "G" SHALL BE PLACED ALONG ADJACENT MARSH AND DIRECTED IN A SOUTHEASTERLY DIRECTION.
DISPOSAL AREAS "G" AND "H". THERE IS NO PRIORITY ON WHICH DISPOSAL IS TO BE USED. MATERIAL PLACED WITHIN
3. MATERIAL DREDGED BETWEEN APPROXIMATE C/L STAS. 255+00 AND 420+00 SHALL BE PLACED INTO THE AVAILABLE
ISLAND
SHEA
MAX EL. +10.0
ISLAND
Y'ATTY JANE
MAX EL. +10.0
GUNN ISLAND
P L
A N
EL.-26.9'
C/L STA. 543+53.57
OIL PIPELINE
20" DELTA LOOP
SHELL PIPELINE CO LP
Y= 332418.49
X= 3930905.70
HEATER PLATFORM
12' X 30' LINE
WELL NO. 1
SL 16773
LLOG EXPLORATION CO.
Y= 330287.20
X= 3930173.54
WELL NO.1
SL 16370
AMERADA HESS CORP
P .C .0
C /L
P .T .2
C /L
X
.8
Y
.7
D R
E D
G
IN
G C /L S
T A
L
IM
IT
O
F W
O R
K A
N D
X
.1
Y
.7
CURVE 16
R = 5227.20'
T = 1491.17'
L = 2905.18'
D = 01° 05' 46"
= 31°50'37"
DM #1
DM #2
DM #3
DM #4
DM #5
DM #6
Wreck
DM #8
CHANNEL C/L
A P
P R
O X . C /L S
T A . 4
.0
A
P P
R O
X . M
IL
E .0
A P
P R
O X . C /L S
T A . 4
.0
A
P P
R O
X . M
IL
E .4
A P
P R
O X . C /L S
T A . 4
.0
A
P P
R O
X . M
IL
E .0
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IDENTIFICATION
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D A
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®of Engineers
US Army Corps
U .S
A
R M
Y C
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G
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-0.20%GRADE
-1
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L
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-1
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0.00%GRADE
PROFILE VIEW
C-03
P R
O F
IL
E
V
IE
W
:1
E D
C -0
-20
260+00 268+00 278+00 288+00 298+00 308+00 318+00 328+00 338+00 348+00 354+00
-20
356+00 366+00 376+00 386+00 396+00 406+00 416+00 426+00 436+00
-20
-20
-20-20
356+00 366+00 376+00 386+00 396+00 406+00 416+00 426+00 436+00 444+00 454+00 458+00356+00 366+00 376+00 386+00 396+00 406+00 416+00 426+00
-20-20
-20
460+00 470+00 480+00 490+00 500+00 510+00 520+00 530+00 540+00 550+00 560+00 564+00
-20
6. SIDE SLOPES ARE 1V ON 3H.
STA. 330+00, AND 250' FROM C/L STA. 330+00 TO C/L STA. 565+00.
C/L 320+00 IS 150', TRANSITIONING TO 250' AT C/L
5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 275+00 TO
C/L STA. 565+00.
AT C/L STA. 330+00, AND -18.0' M.L.G. FROM C/L STA. 330+00 TO
C/L STA. 320+00 IS -16.0' M.L.G., TRANSITIONING TO -18.0' M.L.G.
4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 275+00 TO
3. ALL STATIONS REFLECT CHANNEL CENTERLINE.
2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.
OF CONDITIONS THAT EXISTED AUGUST 2023.
1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE
NOTES:
DESIGN GRADE -16.0' M.L.G.
DESIGN GRADE -18.0' M.L.G.
CHANNEL C/L
TRANSITION
EL. -22.0'
16" PIPELINE
C/L STA. 296+97
THIRD COAST
EL. -24.0
26" PIPELINE
C/L STA. 355+76
THIRD COAST
EL. -24.0'
12" PIPELINE
C/L STA. 373+67
THIRD COAST
EL. -26.9'
OIL PIPELINE
20" DELTA LOOP
C/L STA. 543+53.57
SHELL PIPELINE CO. LP
NOT TO SCALE
PROFILE
CHANNEL C/L
CHANNEL C/L
DESIGN GRADE -18.0' M.L.G.
DESIGN GRADE -18.0' M.L.G.
END OF DREDGING
C/L STA. 565+00.00
BEGIN DREDGING
C/L STA. 275+00.00
OF -37.0' M.L.G.
THE 2-6" AND 2-4"ARE LOCATED AT C/L STA. 300+57 AT A DEPTH
1. LOBO OPERATING, INC PIPELINES ARE NOT SHOWN ON PROFILE.
NOTES:
| ED_24_022_G-01 |
| ED_24_022_G-02 |
| ED_24_022_C-01 |
| ED_24_022_C-02 |
| ED_24_022_C-03 |
| ED_24_022_C-04 |
| ED_24_022_C-05 |
| ED_24_022_C-06 |
| ED_24_022_C-07 |
| ED_24_022_C-08 |
| ED_24_022_C-09 |
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